115
DATA Qty Description of work Rate Per 1 2 3 4 5 1 Meterials required Outer frame Horizotal 1X1.00 =1.00 M Vertical 2X2.10 =4.20 M 5.20mx3.50 kg/m 18.20 kg Shutter frame Vertical 2 x 2.088 = 4.18 M Horizotal 1 X 0.988 =1.98 M 6.16 M 6.16mx2.60 kg 16.02 kg Tie bar by using 32x6mm flat 1No.x1.00x1.50kg/m 1.50 kg Lock rail for fixing aldrop in MS flat 32x6mm 1x0.988x1.50kg 1.482 kg Stiffeners at rear side Horizontal 1x0.988x3x0.70kg 2.08 kg Diagonal 1x1.21x6x0.70kg 5.08 kg 32x3mm in one side Total Weight 44.36 kg Add 5% wastage 2.22 kg 46.58 kg Area CR sheet required 1x0988x2.088x9.80kg 20.22 kg Add 5% wastage 1.01 kg 21.23 kg Painting area =1x2.10x1.00x2.20 4.62 m2 Main Data 46.58 kg Ms Angle & Flats 48.00 Each 21.23 kg 18GCRS 48.00 Each 64.58 kg 19.25 Each 4.62 Priming Coat 40.30 Each 6.00 Nos Hold Fasts 200mm length 55.00 Each 3.00 Nos Hinges 125mmx30mm 69.85 Each 1.00 Nos Tower Bolt250mm long 12mm dia 76.20 Each 1.00 Nos Tower Bolt200mm long 12mm dia 64.05 Each 1.00 No Aldrop 250mm long 16mm dia 158.40 Each 1.00 Nos Ms Handle 200mm long 50.60 Each 2.10 Labour for fixing the Door & furniture fittings 86.25 Each Sl. No Manufacturing supplying and fixing of steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made section in the door in single leaf door, one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter t conceal the gap between the two shutters.at an appropriate place in the door. A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by the departmental officers. The rate includes cost of a. Single Leaf 1.00x2.10m (Fully panneled) 5.20 M Labour for cutting sheets, angles fabrication & M 2 M 2

Steel Doors and Windows for 2013-14

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it is used for estimate value of steel doors and windows in construction works

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1

DATA

Qty Description of work Rate Per

1 2 3 4 5

1

Meterials requiredOuter frame Horizotal 1X1.00 =1.00 M Vertical 2X2.10 =4.20 M

5.20 M

5.20mx3.50 kg/m 18.20 kg

Shutter frame

Vertical 2 x 2.088 = 4.18 M Horizotal 1 X 0.988 =1.98 M 6.16 M6.16mx2.60 kg 16.02 kg

Tie bar by using 32x6mm flat1No.x1.00x1.50kg/m 1.50 kgLock rail for fixing aldrop in MS flat 32x6mm1x0.988x1.50kg 1.482 kgStiffeners at rear side Horizontal1x0.988x3x0.70kg 2.08 kgDiagonal1x1.21x6x0.70kg 5.08 kg

32x3mm in one side Total Weight 44.36 kg

Add 5% wastage 2.22 kg46.58 kg

Area CR sheet required1x0988x2.088x9.80kg 20.22 kg

Add 5% wastage 1.01 kg21.23 kg

Painting area =1x2.10x1.00x2.20 4.62 m2

Main Data46.58 kg Ms Angle & Flats 48.00 Each21.23 kg 18GCRS 48.00 Each64.58 kg Labour for cutting sheets, angles fabrication & finishing 19.25 Each4.62 Priming Coat 40.30 Each6.00 Nos Hold Fasts 200mm length 55.00 Each

3.00 Nos Hinges 125mmx30mm 69.85 Each

1.00 Nos Tower Bolt250mm long 12mm dia 76.20 Each1.00 Nos Tower Bolt200mm long 12mm dia 64.05 Each1.00 No Aldrop 250mm long 16mm dia 158.40 Each

1.00 Nos Ms Handle 200mm long 50.60 Each2.10 Labour for fixing the Door & furniture fittings 86.25 Each

Sl.No

Manufacturing supplying and fixing of steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts 2nos. one at the top and the other at the bottom are provided 1no. Aldrop is provided incase of double leaf door at lock rail

section in the door in single leaf door, one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter t conceal the gap between the two shutters.at an appropriate place in the door. A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete.

a. Single Leaf 1.00x2.10m (Fully panneled)

M2

M2

2

1 2 3 4 5

L.S. L.S.

2806.76

Rate Rs. 2807.00

Conveyance, Handling, Scaffolding, Chipping/Masonary concerete & making good the damaged portion

For 2.10M2

3

1 2 3 4 5

2

Area 2.52 m2 m2Door outer frame 40x40x6 (2.10x2)+(1.20x1)=5.40x3.50kg/m 18.90 kg

27.89 kg

Tie bar1x1.2=1.2x1.5 1.80Vertical rod 1 x 2.10 x 1.10 kg/m 2.31Stiffeners with MS flats of 32x6mm6Nosx2x0.594x0.70kg/m 4.99 kg

Diagonal flats 2x2x0.688x1.5kg/m 4.13 kg60.02 kg

Add 5% wastage 3.00 kg

Total steel weight 63.02 kgCR sheet 18G=2X0.594X2.088X9.80kg 24.31kg/m 24.31Add 5% wastage 1.22

25.53Painting priming coat=2x0.6x2.10x2.20 5.54Main Data

63.02 kg Ms Angle & Flats 48.0025.53 kg 18GCRS 48.0084.33 kg Labour for cutting sheets, anglesfabrication & finishing 19.25

5.54 Priming Coat 40.306.00 Nos Hold Fasts 200mm length 55.00

4.00 Nos Hinges 125mmx30mm 69.85

2.00 Nos Tower Bolt250mm long 12mm dia 76.201.00 Nos Tower Bolt200mm long 12mm dia 64.051.00 No Aldrop 250mm long 16mm dia 158.40

2.00 Nos Ms Handle 200mm long 50.60

2.52 Labour for fixing the Door & 86.25furniture fittings

L.S. L.S.

Rate Rs. 3003.89

Say Rs. 3004.00

Manufacturing supplying and fixing of steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x6mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts 2nos. one at the top and the other at the bottom are provided 1no.

Aldrop is provided incase of double leaf door at lock rail section in the door in single leaf door, one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter t conceal the gap between the two shutters.at an appropriate place in the door. A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete.

b, Double Leaf 1.20x2.10m (Fully panneled)

shutter frame 35x35x6/2(2x2.088)+2x0.594)=10.728x2.60kg/m

M2

M2

Conveyance, Handling, Scaffolding, Chipping/Masonary concerete & making good the damaged portion

For 2.52M2

4

1 2 3 4 5

3

Door outer frame 40x40x3(2.10x2)+(1.00x1)x3.50kg/m 18.20 Kg

16.00 Kg

Stiffners with MS flatsof 32x6mm1Nox0.988x1.50kg/m 1.482 Kg

Diagonal flats 1x0.60x1.50kg 0.90 Kg

36.582 KgAdd 5% for wastage 1.829

Total steel weight 38.41 KgCRC Sheet 18G=0.988x2.088/3x9.80kg 6.74 Kg

Add 5% for wastage 0.37Total 7.11 Kg

M.S.Grill 0.988x2.088x2/3x20kg 27.51 Kg

Add 5% for wastage 1.38

28.89 KgPainting Priming coat

(2.10-1.38x2.20) 1.59 M2Main Data

38.41 kg Ms Angle & Flats 48.00

7.11 kg 18GCRS 48.0028.89 kg MS Grill with fixing 77.0035.90 kg Labour for cutting sheets, angles 19.25

fabrication & finishing 1.59 Priming Coat 40.30

6.00 Nos Hold Fasts 200mm length 55.002.00 Nos Hinges 125mmx30mm 69.85

1.00 Nos Tower Bolt250mm long 12mm dia 76.20

1.00 Nos Tower Bolt200mm long 12mm dia 64.05

1.00 No Aldrop 250mm long 16mm dia 158.40

1.00 Nos Ms Handle 200mm long 56.50

2.1 furniture fittings 86.25L.S. L.S.

Rate Rs. 3005.08 M2

Say Rs. 3005.00 M2

Manufacturing, supplying and fixing of steel doors with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sandwitching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 20kg/sq.m and 6 Nos hinges for double leaves shutter to be provided 6nos of holdfasts 120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom arte provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all meterials, labour charges, taxes, transportation to site of work, loading, unloading and all other incidental charges etc., complete.

Single Leaf 1.00x2.10m ( 1/3 panneled& 2/3 grilled)

Shutter frame 35x35x6(2x2.088)+2x0.988)x2.60kg/m

M2

M2

Conveyance, Handling, Scaffolding, Chipping/Masonary concerete & making good the damaged portion

For 2.10M2

5

1 2 3 4 5

4

Door of size 1.20x2.10m 2.52 M2

Area

Door outer frame 40x40x3

(2.10x2)+(1.20x1)=5.40x3.50kg/m 18.90 Kg

27.89 Kg

Die bar : 1 x 1.2 x 1.5 kg/m 1.80 Kg

Stiffners with MS flatsof 32x6mm

2Nosx2x0.594x1.50kg/m 3.56 Kg

Vertical bar 1 x 2.10 x 1.10 kg/m 2.31 Kg

Diagonal flats 2x2x0.688x1.50kg 4.13 Kg

58.59 Kg

Add 5% for wastage 2.93Total steel weight 61.52 KgCRC Sheet 18G=2x0.594x2.088/3x9.80kg 8.10 Kg

Add 5% for wastage 0.40

Total 8.50 KgGrill 2x0.594x2.088x2/3kg

1.65x20 33.07 KgAdd 5% for wastage 1.65 Kg

34.72 Kg18.90+27.89+3.56.4.13Painting Priming coat 1.914 M2

2.524-1.65=0.87m2x2.2=1.914M2Main Data

61.52 kg Ms Angle & Flats 48.00 Kg

8.50 kg 18GCRS 48.00 Kg

34.72 kg MS Grill 77.00 Kg

62.58 kg Labour for cutting sheets, angles fabrication & finishing 19.25 Kg

1.914 Priming Coat 40.30 M2

6.00 Nos Hold Fasts 200mm length 55.00 No.

4.00 Nos Hinges 125mmx30mm 69.85 No.

2.00 Nos Tower Bolt250mm long 12mm dia 76.20 No.

1.00 Nos Tower Bolt200mm long 12mm dia 64.05 No.

1.00 No Aldrop 250mm long 16mm dia 158.40 No.

2.00 Nos Ms Handle 200mm long 56.50 No.

2.52 Labour for fixing the Door &furniture fittings 86.25 M2

L.S. L.S.

Rate Rs. 3492.38

Manufacturing, supplying and fixing of steel doors with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 20kg/sq.m and 6 Nos hinges for double leaves shutter to be provided 6nos of holdfasts 120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom arte provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all meterials, labour ,charges, taxes, ransportation to site of work, loading, unloading and all other incidental charges etc., complete.

Double Leaf 1.20x2.10m ( 1/3 panneled& 2/3 grilled)

Shutter frame 35x35x5(2x2.088)+2x0.594)2=10.728x2.60kg/m

M2

M2

Conveyance, Handling, Scaffolding, Chipping/Masonary concerete & making good the damaged portion

For 2.52M2

6

1 2 3 4 5

SAY Rate Rs. 3493.00

5

Double leaf Door size 1.5 X 2.1M ( 1/3 panneled& 2/3 grilled) 3.15 m2

Materials required Outer frame 40x40x6mmVertical 1x2x2.1 4.20 mHorizontal 1x1x1.50 1.505.7x3.5Kg/m 19.95 Kg

Shutter frame 35x35x5mmVertical 1x2x2x2.088 = 8.35 Kg

Horizontal 2x2x0.744 2.98 Kg

11.33x2.6Kg/m 29.46 Kg

3.39 Kg

Tie bar 32x6mm flat 1x1.5x1.5Kg 2.25 Kg

Stiffeners 18x 5 mm MS flat at rear side KgHorizontal 2x1x0.744x0.7 Kg 1.04 KgDiagonal 2x2x0.821x0.7 Kg 2.30 Kg

MS flat 32x3mm@ edge of CR Sheet 1x.7x1.1KG 0.77 Kg

Total 59.16 Kg

Add 5% wastage 2.96 Kg

62.12

CR Sheet reqd. 1x2x0.74x0.7x9.8 Kg/m2 10.19 kg

Add 5% wastage 0.51 kg10.70 kg

MS grill of 20kg/m2 1x2x0.744x1.4x20kg/m2 41.60 kgAdd 5% wastage 2.08 kg

43.68 kg

Painting Red oxide primer 1.5x2.1=3.15m2-2.08m2 1.07

1.07x2.2 2.35

Main Data62.12 kg MS angles & Flats 48.00 kg10.70 kg CR sheet18 gauge 48.00 kg43.68 kg MS grill of appd design 20kg/m2 includingfabrication charges 77.00 kg69.35 Kg 19.25 kg

2.35 M2 Priming coat 40.30 M26 Nos Hold Fasts 200mm length 55.00 Each4 Nos Hinges 125mmx30mm 69.85 Each2 Nos Tower Bolt250mm long 12mm dia 76.20 Each1 Nos Tower Bolt200mm long 12mm dia 64.05 Each1 No Aldrop 250mm long 16mm dia 158.40 Each2 Nos Ms Handle 200mm long 56.50 Each3.15 M2 labour charges for fixing door 86.25 M2LS Conveyance,Handling,Scaffolding,Chipping

masonry,concrete etc& redoing the same LS LS

Rate Rs. 3090.69 /M2SAY Rate Rs. 3091.00

Manufacturing, supplying and fixing of steel doors with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 20kg/sq.m and 6 Nos hinges for double leaves shutter to be provided 6nos of holdfasts 120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom arte provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all meterials, labour charges,taxes, transportation to site of work , loading, unloading and all other incidental charges etc.,complete.

Intermediate J Section in betn Grill & CR sheet2x0.744x2.28Kg

M2

M2

Labour charges for cutting welding and fabricationof angles sheets in position & fixing

For 3.15M2

7

1 2 3 4 5

5

Double leaf Door size 1.5 X 2.1M (1/3 panneled& 2/3 grilled with glazing) 3.15 m2

Materials required Outer frame 40x40x6mmVertical 1x2x2.1 4.20 mHorizontal 1x1x1.50 1.505.7x3.5Kg/m 19.95 Kg

Shutter frame 35x35x5mmVertical 1x2x2x2.088 = 8.35 M

Horizontal 2x2x0.744 2.98 M

11.33x2.6Kg/m 29.46 Kg

3.39 Kg

Tie bar 32x6mm flat 1x1.5x1.5Kg 2.25 Kg

Stiffeners 18x 5 mm MS flat at rear sideHorizontal 2x1x0.744x0.7 Kg 1.04 KgDiagonal 2x2x0.821x0.7 Kg 2.30 Kg

MS flat 32x3mm@ edge of CR Sheet 1x.7x1.1KG 0.77 Kg

Total 59.16 Kg

Add 5% wastage 2.96 Kg

62.12 Kg

CR Sheet reqd. 1x2x0.74x0.7x9.8 Kg/m2 10.19 kg

Add 5% wastage 0.51 kg10.70 kg

MS grill of 20kg/m2 1x2x0.744x1.4x20kg/m2 41.60 kgAdd 5% wastage 2.08 kg

43.68 kg

Painting Red oxide primer 1.5x2.1=3.15m2-2.08m2 1.07

1.07x2.2 2.35

3mm tk pin headed glass 1x2x0.744x1.40 2.08

Add 10% wastage 0.21

2.29Teak wood beading 2x2(0.744+1.40) 8.58 Rm

Main Data62.12 kg MS angles & Flats 48.00 kg10.70 kg CR sheet18 gauge 48.00 kg43.68 kg MS grill of appd design 20kg/m2 includingfabrication charges 77.00 kg2.29 M2 3mm thick Pinheaded glass 242.00 M28.58 Rm Teakwood Beading 15mm x 12mm 14.40 Rm69.35 Kg 19.25 kg

2.35 M2 Priming coat 40.30 M26 Nos Hold Fasts 200mm length 55.00 Each4 Nos Hinges 125mmx30mm 69.85 Each2 Nos Tower Bolt250mm long 12mm dia 76.20 Each1 Nos Tower Bolt200mm long 12mm dia 64.05 Each1 No Aldrop 250mm long 16mm dia 158.40 Each2 Nos Ms Handle 200mm long 56.50 Each3.15 M2 labour charges for fixing door 124.20 M2LS Conveyance,Handling,Scaffolding,Chipping

masonry,concrete etc& redoing the same LS LS

Manufacturing, supplying and fixing of steel doors with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 20kg/sq.m with 3mm pin headed glass used for glazing and fixed with 15x12 mm teakwood beeding and 6 Nos hinges for double leaves shutter to be provided 6nos of holdfasts 120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom arte provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all meterials, labour charges,taxes, transportation to site of work , loading, unloading and all other incidental charges etc.,complete.

Intermediate J Section in betn Grill & CR sheet2x0.744x2.28Kg

M2

M2

M2

M2

M2

Labour charges for cutting welding and fabricationof angles sheets in position & fixing

8

1 2 3 4 5

Rate Rs. 3305.84 /M2SAY Rate Rs. 3306.00

Single leaf: (1/3 panneled & 2/3 grilledwith top ventilator glazing))

Area 1.00 x 2.40 = 2.40 M2

Door size 1.00 X 2.10 =2.10M

Fixed glazing at top 1.00 x 0.3mVertical 2x2.40 4.80 KgHorizontal 1x1.0 1.00 KgMaterials required

Outer frame 40x40x6mm MS Angle at 3.50 kg/mVertical 2x2.4 4.80 mHorizontal 1x1 1.00 m

5.80 m5.80x3.5Kg/m 20.30 Kg

Shutter frame 35x35mm at 2.60kg/mVertical 2x2.06 4.12Horizontal 2x0.96 1.92

6.04

6.04x2.6Kg/m 15.70 KgFor fixed portion (0.26+0.92)x2.60kg/m 3.07 KgMS flat 1No x 0.96x1.50 kg/m 1.44 Kg

Stiffeners at rear side

Horizontal 0.92x2x0.70 Kg/m 1.29 Kg

Diagonal 1.16x2x0.70 Kg 1.62 Kg Total weight of MS flats and angles 43.42 Kg Add 5% wastage 2.17 Kg

45.59 Kg

CR Sheet 18G reqd. 0.92x0.70x9.8 Kg/m2 6.31 Kg Add 5% wastage 0.32 Kg

6.63 Kg

MS grill of 9kg/m2 0.92x2.06x2/3= 1.26 M2

1.26x9Kg/m2 = 11.34 Kg

Add 5% wastage 0.57 Kg

11.91 Kg

Glazing for fixed portion 0.26x0.92= 0.24 M2

Add 10% wastage 0.02 M2

0.26 M2

Teakwood beading for glazing area

2x(0.26+0.92) 2.36 Rm

Painting Red oxide primer

Total area 2.40M2

Deduct glzed area and Grill area 0.24+1.26= 1.50 M2

(2.40-1.50)x2 = 1.80 M2

For 3.15M2

Manufacturing, supplying and fixing of Entrance steel door Single leaf coverd with the following specification. M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 20 kg/sq.m with 300mm hieght of fixed glazing at top with 3mm thick Pin Headed glass including 3 Nos hinges for single leaf shutter to be provided 3 nos of holdfasts 120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom are provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officer. The rate includes cost of all meterials, labour, charges,taxes, transportation to site of work, loading, unloading and all other incidental charges etc., complete.

9

1 2 3 4 5

Main Data

45.59 kg MS angles & Flats 48.00 kg

6.63 kg CR sheet18 gauge 48.00 kg

11.91 kg MS grill of appd design 20kg/m2 77.00 kg

0.26 M2 3mm thick Pinheaded glass 242.00 M2

2.36 Rm Teakwood Beading 15mm x 12mm 14.40 Rm

49.73 kg 19.25 Each

1.80 M2 Red oxide primer 40.30 M2

3 Nos Hold Fasts 200mm length 50.00

3 Nos Hinges 125mmx30mm 69.85

2 Nos Tower Bolt250mm long 12mm dia 76.20

1 Nos Aldrop 250mm long 16mm dia 158.40

1 Nos Ms Handle 200mm long 56.50

1 Nos Door stopper with bush 44.40 Each

2.40 m2 labour charges for fixing door 86.25 m2

LS Ls

For 2.40 M2

Rate Rs. 2361.93

Say Rs. 2362.00 /M2

Labour charges for cutting welding and fabricationof angles sheets in position & fixing

Conveyance,Handling,Scaffolding,Chipping masonry,concrete etc& redoing the same

10

1 2 3 4 5

6

Area 1.50 x 2.40 = 3.60 M2(1/3 panneled& 2/3 grilled with top ventilator glazing)

Door size 1.5 X 2.1M

Fixed glazing at top 1.5 x 0.3m

Materials required

Outer frame 40x40x6mmVertical 2x2.4 4.80 mHorizontal 1x1.50 1.50 m

6.30 m6.30x3.5Kg/m 22.05 Kg

Shutter frame 35x35x5mmVertical 2x2x2.06 8.24Horizontal 2x2x0.71 2.84

11.08x2.6Kg/m 28.81 KgFor fixed portion (0.26+1.42)x2.60kg/m 4.37 Kg

Stiffeners 18x 5 mm MS flat at rear side

Horizontal 2x2x0.71x1.50 Kg/m 4.26 Kg

Diagonal 2x2x0.98x1.50 Kg 5.88 Kg Tie bar 30x6mm 2x0.71x1.50 Kg/m 2.13 Kg Total weight of MS flats and angles 67.50 Kg Add 5% wastage 3.37 Kg

70.87 Kg

CR Sheet 18G reqd. 1x2x0.71x0.7x9.8 Kg/m2 9.74 Kg Add 5% wastage 0.49 Kg

10.23 Kg

MS grill of 20 kg/m2 2x0.72x2.06x2/3= 1.98 M2

1.98x20 Kg/m2 = 39.6 Kg

Add 5% wastage 1.98 Kg

41.58 Kg

3mm tk pin headed glass

Glazing for fixed portion 1.42x0.26= 0.37 M2

Add 10% wastage 0.04 M2

0.41 M2

Teakwood beading for glazing area

2x(0.26+1.40) 3.32 Rm

Painting Red oxide primer

Total area 3.60M2

Deduct glazed area and Grill area 3.6-(0.37+1.98)x2 = 1.25x2 2.50 M2

Main DataMain Data

70.87 kg MS angles & Flats 48.00 kg10.23 kg CR sheet18 gauge 48.00 kg41.58 kg MS grill of appd design 20kg/m2 includingfabrication charges 77.00 kg0.41 M2 3mm thick Pinheaded glass 242.00 M2

Manufacturing, supplying and fixing of Entrance steel doors with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 20 kg/sq.m with 300mm hieght of fixed glazing at top with 3mm thick Pin Headed glass including6 Nos hinges for double leaves shutter to be provided 6nos of holdfasts 120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom are provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer asdirected by the departmental officers. The rate includes cost of all meterials, labour charges, taxes,transportation to site of work, loading, unloading and all other incidental charges etc., complete.

11

1 2 3 4 5

3.32 Rm Teakwood Beading 15mm x 12mm 14.40 Rm77.24 Kg 19.25 kg

2.50 M2 Priming coat 40.30 M2

6 Nos Hold Fasts 200mm length 55.00 Each6 Nos Hinges 125mmx30mm 69.85 Each2 Nos Tower Bolt250mm long 12mm dia 76.20 Each1 Nos Tower Bolt200mm long 12mm dia 64.05 Each1 No Aldrop 250mm long 16mm dia 158.40 Each2 Nos Ms Handle 200mm long 56.50 Each3.60 M2 labour charges for fixing door 86.25 M2

LS Conveyance,Handling,Scaffolding,Chipping

masonry,concrete etc& redoing the same LS

Rate Rs. 2932.38 /M2

Say Rs. 2933.00 /M2

Labour charges for cutting welding and fabricationof angles sheets in position & fixing

For 3.60M2

12

1 2 3 4 5

7

Double leaf door

Consider a door size 1.20x2.10 Area = 2.52 M2Door Outer frame 40x40x6mm

Vertical 2x2.10 4.20

Top Horizontal 2x1.20 2.406.60

6.60x3.50kg/m 23.10 kg

Shutter frame 35x35x5Vertical 2x2x2.088x2.60 kg/m 21.72

Horizontal 2x2x0.584x2.60 kg/m 6.0727.79 kg

tie bar at bottom of door 32x6mm of 1.50kg1.20x1.50 kg/m 1.80 kgFor locking rail using 32x6mm flat2x0.584x1.50 kg/m 1.75 kg

Stiffners at rear sideHorizontal 2x3x0.584x0.70 kg/m 2.45 kg

Vertical 2x4x0.91x0.70 kg/m 5.10 kgStiffners at door joining using 32x3mm flat in door side

1x2.10x1.10 kg/m 2.31 kg

For openable window 25x25x3mm angle

Horizontal 2x2x0.584x1.10 kg/m 2.57 kg

Vertical 2x2x1.30x1.10 kg/m 5.72 kg

Stiffners for window 25x3mm flat

2x2x1.43x0.59 3.37 kg

Total 75.96 kg

Add 5% for wastage 3.80

79.76

M.Sgrill 2x0.584x1.288x15 22.57 Kg

Add 5% for wastage 1.13

23.70 kg

18 gauge CR sheet

For door 2x0.584x0.80x9.80 kg 9.16For window 2x0.584x1.288x9.80 kg 14.74

23.90 kg

Add 5% for wastage 1.20 kg25.10 kg

Painting area

1x1x1.20x2.10x2.20 5.54 M2

Main data

79.76 Kg M.S Angle &flat 48.00 Kg

25.10 Kg C.R.Sheets 18G 48.00 Kg

Fabricating, supplying and fixing of steel Emergency exitdoor cum, emergency window with the following specification. M.S. angle in size 40x40x6mm are used for the outer frames and M.S. angle of sie 35x35x5mm for the shutter frame, stiffners with 32x6mm M.S. flats provided at required intervals in the shutter frames 18 guage CR sheet is laid as panel and welded instant for 1/3 bottom portion of the shutter, M.S. flat 18x5mm is welded over the 32x6mm M.S flat sandwitching the CR sheet in between additional stiffner with 18x5mm M.S. flat is provided diagonally at the rear-side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 15kg/m2 and the top portion of operation emergency window is to be made of 25x25x3mm M.S. angle welded intact with CR sheet and 25x3mm M.S. flat at diagonally at the near side of the window at required interwals 6 Nos. of hinges to be provided,6 Nos of holdfast 100mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2 Nos. one at top and the other at the bottom are to be provided one aldrop is provided at an appropriate place in the door 2 Nos. of 'D' type handle for

emergency window and 2 Nos of handle for door is to be provided at appropriate places. A tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation of fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of materials, labour transportation to side of works, loading, unloading and all other incidental charges etc., complete.

13

1 2 3 4 5

23.70 Kg M.S.Grill With primer 77.00 Kg

5.54 M2 Priming coat 40.30 M2

98.53 Kg Labour for cutting & welding 19.25 Kg

6 Nos Hold fast 120mm thick 55.00 No6 Nos Hinges heavy type125x30mm 69.85 No

2 Nos Tower bolt 250mm long 12mm dia 76.20 No1 No Aldrops 250mm long 16mm dia 158.40 No

4 Nos M.S.Handles 200mm long 56.50 No

2.52 M2 Labour charges for fixing door & Furniture fittings 86.25 M2

L.S

Rate/2.52M2

Rate/1M2 4226.81

SAY Rate/1M2 4227.00

Fixing furnitures cost of conveyance loading & unloading erection,assumbling cost of concrete etc

14

1 2 3 4 5

8

Consider a size of 1.27x2.10m area = 2.67 M2

Top Vertical : 2x2.10 4.20

Top & bottom Horizontal:2x1.27 2.54

6.74 Rm

Wt.of angle : 6.74x3.5 kg/m 23.59 kg

Angle of size 35x35x5mm angle at 1/3 ht. from bottom

Horizontal 1x1x1.27 1.27m

Wt.of angle : 1.27x2.6 kg/m 3.30 kg26.89 kg

Add 5% for wastage 1.34

28.23 kg

8.49 kg

Add 5% for wastage 0.42

8.91 kg

Shutter panel 2/3 Grill portion

Area of grill 1x1.259 x 1.389 1.75 m2Wt. of Grill 1.75 x15kg/m2 26.25 kg

Add 5% for wastage 1.31 kg

27.56 kg

Painting area (2.667-1.75)x2.20 2.02 M2

Main Data

29.17 kg M.S. Angle 48.00 kg8.91 kg C.R. Sheet 48.00 kg

27.56 kg Grill 77.00 kg

2.02 M2 Priming Coat 40.30 m2

36.27 kg Labour for cutting, welding & finishing 19.25 kg

2.00 Nos Hold fast 55.00 Each

2.67 M2 Labour charge for fixing 86.25 M2L.S. L.S.

Rate Rs. 1940.02B 1940.00

Manufacturing, supplying and fixing fixed grills made out of 40x40x6mm at 3.5 Kg/m are used as the outer frames. MS Angles of size 40x40x6mm at 2.6Kg/m is welded intact withouter frame from 1/3 bottom portion for fixing CR sheet & MS grill 18 GCR sheet is laid as panel & welded intact for 1/3 bottom portion. MS Flat are provided as per design 2/3 top Portion is provided with MS grill of 15Kg/M2 as panel. The design & style for the upper grill work should be approved by the departmental Officers. MS Flat 18 x 5mm at 0.7 Kg/m is welded as additional stiffeners at the rear side of the CR sheet panel. 2Nos of hold fasts of 120mm in length made out of 40x40x6mm MS Angle spliced at the ends are welded to one side of the outer frame & the other side of the outer frame suitable arrangements should be made to be fixed rigidily with adjoining door/ window outer frame. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of materials, labour charges, transportation, taxes & all other incidental charges etc., complete.

Shutter panel 1/3 bottom portion 18GCR sheet 1x1.259x0.688=0.867m2 Wt.of C.R.Sheet 0.867x9.80kg/m2

Conveyance, Handling, Scaffolding, Chipping/Masonary concerete & making good the damaged portion

For 2.67M2

15

1 2 3 4 5

9

a) Single leaf:

Consider a door of size 1.00m x 2.10m 2.10 m2

Shutter size 0.91x2.05 1.87 m2M.D.F Board = 0.91 x 2.05 1.87 m2Add 10% Wastage 0.19 m2

2.06 m2

2.06 m2 1512.00 m2

Alu. Furniture

3 Nos Alu. Hinges (125mmx30mm) 69.85 Each

1 No 200x12mm tower bolt 64.05 Each

1 No 150x12 tower bolt 50.60 Each

1 No Alu. 250x16mm aldrop 158.40 Each

1 No 200 mm 'D' type handle 56.50 Each

1 Nos Door stopper with Rubber bush 44.40 Each

1.87 m2 Labour charges for making the flush door/single 80.20 m2

1.87 m2 Labour charges for fixing doors with frames 86.25 m2LS Conveyance charges, dismantling and redooing to original position LS

Rate Rs. 2202.93

Say Rs. 2203.00

Supplying and fixing Solid core Particle board flush shutter of nominal thick of 35 mm with necessary T.W. internal lipping conforming to IS 2302 with both sides commercial ply 3mm thick including supplying and fixing cost of wind appliances and furniture fittings such as 1no .200 x 12 mm aluminium tower bolt 2 nos. 150x12 mm aluminium tower bolts 1no. 250 x 16 mm aluminium aldrops, 2 nos. 150mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as directed by the departmental officers.

solid core particle board flush door shutters with both sides 3mm thick commercial ply of 35mm thick with T.W. internal lipping (internal alround)

For 1.87M2

16

1 2 3 4 5

10

Double leaf:

Consider a door of size 1.50 x 2.10 M 3.15 m2

Shutter size 2x0.705x2.05 2.89 m2

M.D.F Board = 2x0.705x2.05 2.89 m2Add 10% Wastage 0.29 m2

3.18 m2Main data

3.18 m2 1512.00 m2

Alu. Furniture

6 Nos Alu. Hinges (125mm) 69.85 Each2 No 250x12mm tower bolt 76.20 Each1 Nos 200x12 tower bolt 64.05 Each

1 No Alu. 250x16mm aldrop 158.40 Each

2 Nos 200 mm 'D' type handle 56.50 Each

2 Nos Door stopper with Rubber bush 44.40 Each

2.89 m2 Labour charges for making the flush door/single 124.20 m2

2.89 m2 Labour charges for fixing doors with frames 86.25 m2LS Conveyance charges, dismantling and redooing to original position LS

Rate Rs. 2263.71

Say Rs. 2264.00 /M2

Supplying and fixing solid core particle board flush shutter of nominal thick of 35 mm with necessary T.W. internal lipping conforming to IS 2302 with both sides alround commercial ply 3mm thick including supplying and fixing cost of wind appliances and furniture fittings such as 1no .200x12mm aluminium tower bolt 2nos. 150x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops, 2 nos. 150mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as directed by the departmental officers.

solid core particle board flush door shutters with both sides 3mm thick commercial ply of 35mm thick with T.W. internal lipping (internal alround)

For 2.89M2

17

1 2 3 4 5

11

Single leaf:

Consider a door of size 1.00m x 2.10m 2.10 m2

Shutter size 0.91x2.05 1.87 m2M.D.F Board = 0.91 x 2.05 1.87 m2Add 10% Wastage 0.19 m2

2.06 m2

2.06 m2 1996.00 m2

Alu. Furniture

3 Nos Alu. Hinges (125mmx30mm) 69.85 Each

1 No 200x12mm tower bolt 64.05 Each

1 No 150x12 tower bolt 50.60 Each

1 No Alu. 250x16mm aldrop 158.40 Each

1 No 200 mm 'D' type handle 56.50 Each

1 Nos Door stopper with Rubber bush 44.40 Each

1.87 m2 Labour charges for making the flush door/single 80.20 m2

1.87 m2 Labour charges for fixing doors with frames 86.25 m2LS Conveyance charges, dismantling and redooing to original position LS

Rate Rs. 2736.11

Say Rs. 2737.00

Supplying and fixing Solid core Particle board flush shutter of nominal thick of 35 mm with Teak ply on both sides and with T.W. lipping alround conforming to IS 2302 including supplying and fixing cost of wind appliances and furniture fittings such as 1no .200 x 12 mm aluminium tower bolt 2 nos. 150x12 mm aluminium tower bolts 1no. 250 x 16 mm aluminium aldrops, 2 nos. 150mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as directed by the departmental officers.

solid core particle board flush door shutters with both sides 3mm thick Teak ply of 35mm thick with T.W. internal lipping (internal alround)

For 1.87M2

18

1 2 3 4 5

12

Double leaf:

Consider a door of size 1.50 x 2.10 M 3.15 m2

Shutter size 2x0.705x2.05 2.89 m2

M.D.F Board = 2x0.705x2.05 2.89 m2Add 10% Wastage 0.29 m2

3.18 m2Main data

3.18 m2 1996.00 m2

Alu. Furniture

6 Nos Alu. Hinges (125mm) 69.85 Each2 No 250x12mm tower bolt 76.20 Each1 Nos 200x12 tower bolt 64.05 Each

1 No Alu. 250x16mm aldrop 158.40 Each

2 Nos 200 mm 'D' type handle 56.50 Each

2 Nos Door stopper with Rubber bush 44.40 Each

2.89 m2 Labour charges for making the flush door/single 124.20 m2

2.89 m2 Labour charges for fixing doors with frames 86.25 m2LS Conveyance charges, dismantling and redooing to original position LS

Rate Rs. 2796.27

Say Rs. 2797.00 /M2

Supplying and fixing solid core particle board flush shutter of nominal thick of 35 mm with necessary T.W. internal lipping conforming to IS 2302 with both sides alround Teak ply 3mm thick including supplying and fixing cost of wind appliances and furniture fittings such as 1no .200x12mm aluminium tower bolt 2nos. 150x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops, 2 nos. 150mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as directed by the departmental officers.

solid core particle board flush door shutters with both sides 3mm thick Teak ply of 35mm thick with T.W. internal lipping (internal alround)

For 2.89M2

19

1 2 3 4 5

13

Single leaf:

Consider a door of size 1.00m x 2.10m 2.10 m2

Shutter size 0.91x2.05 1.87 m2

M.D.F Board = 0.91 x 2.05 1.87 m2

Add 10% Wastage 0.19 m22.06 m2

Requirement on lipping =2(0.91+2.05)= 5.92 RM

Main data

2.06 m2 MDF Board 35mm thickof Kiln dried soft wood 1936.00 m2

Alu. Furniture

3 Nos Alu. Hinges (125mmx30mm) 69.85 Each1 No 250x12mm tower bolt 76.20 Each

1 Nos 150x12 tower bolt 50.60 Each

1 No Alu. 250x16mm aldrop 158.40 Each

1 No 200 mm 'D' type handle 56.50 Each

1 No Door stopper with Rubber bush 44.40 Each

1.87 m2 Labour charges for making the flush door/single 80.20 m2

1.87 m2 Labour charges for fixing with frames 86.25 m2LS LS for Screws, nails, Dismantling, redoing etc LS

Rate Rs. 2676.51

Say Rs. 2677.00

Supplying and fixing door shutters for Medium Density Fibre board of exterior grade, Both side Pre laminated including external lipping with Kiln dried soft wood of 35mm thick conforming to IS 12406 / 1989 with necessary adhesive and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 3 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 1no Alu. tower bolt of 200x12mm and 1 no Alu. tower bolt of 150x12mm, 2 Nos Alu. Handles, 1 no door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard specification.

For 1.87M2

20

1 2 3 4 5

14

Double leaf:

Consider a door of size 1.50 x 2.10 M 3.15 m2

Shutter size 2x0.705x2.05 2.89 m2

M.D.F Board = 2.00x0.705x2.05 2.89 m2

Add 10% Wastage 0.29 m2

3.18 m2

11.02 RM

Main data

3.18 m2 MDF Board 35mm thick of Kiln dried soft wood 1936.00 m2

Alu. Ane. Furniture

6 Nos Alu. Hinges (125mm) 69.85 Each

2 No s 250x12mm tower bolt 76.20 Each

1 Nos 200x12 tower bolt 64.05 Each

1 No Alu. 250x16mm aldrop 158.40 Each2 Nos 200 mm 'D' type handle 56.50 Each

2 No Door stopper with Rubber bush 44.40 Each

2.89 m2 Labour charges for making the flush door/single 124.20 m2

2.89 m2 Labour charges for fixing with frames 86.25 m2LS LS for Screws, nails, Dismantling, redoing etc LS

Rate Rs. 2730.25

Say Rs. 2731.00

Supplying and fixing door shutters for Medium Density Fibre board of exterior grade, Both side Pre laminated including external lipping with Kiln dried soft wood of 35mm thick conforming to IS 12406 / 1989 with 35 x 12mm T.W. on all edges with necessary adhesive and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 6 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 2nos Alu. tower bolt of 250x12mm and 1 no Alu. tower bolt of 200x12mm, 2 Nos Alu. Handles, 2 nos door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard specification.

Requirement for lipping =2(2(0.705+2.05))=

For 2.89M2

21

1 2 3 4 5

15

Single leaf:

Consider a door of size 1.00m x 2.10m 2.10 m2

Shutter size 0.91x2.05 1.87 m2

M.D.F Board = 0.91 x 2.05 1.87 m2

Add 10% Wastage 0.19 m22.06 m2

Requirement on lipping =2(0.91+2.05)= 5.92 RM

Main data

2.06 m2 MDF Board 35mm thick of Plain Kiln dried soft wood 1573.00 m2

Alu. Furniture

3 Nos Alu. Hinges (125mmx30mm) 69.85 Each1 No 250x12mm tower bolt 76.20 Each

1 Nos 150x12 tower bolt 50.60 Each

1 No Alu. 250x16mm aldrop 158.40 Each

1 No 200 mm 'D' type handle 56.50 Each

1 No Door stopper with Rubber bush 44.40 Each

1.87 m2 Labour charges for making the flush door/single 80.20 m2

1.87 m2 Labour charges for fixing with frames 86.25 m2LS LS for Screws, nails, Dismantling, redoing etc LS

Rate Rs. 2276.63

Say Rs. 2277.00

Supplying and fixing door shutters for Medium Density Fibre board of exterior grade, Plain including external lipping with Kiln dried soft wood of 35mm thick conforming to IS 12406 / 1989 with necessary adhesive and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 3 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 1no Alu. tower bolt of 200x12mm and 1 no Alu. tower bolt of 150x12mm, 2 Nos Alu. Handles, 1 no door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard specification.

For 1.87M2

22

1 2 3 4 5

16

Double leaf:

Consider a door of size 1.50 x 2.10 M 3.15 m2

Shutter size 2x0.705x2.05 2.89 m2

M.D.F Board = 2.00x0.705x2.05 2.89 m2

Add 10% Wastage 0.29 m2

3.18 m2

11.02 RM

Main data

3.18 m2 MDF Board 35mm thick of Plain Kiln dried soft wood 1573.00 m2

Alu. Ane. Furniture

6 Nos Alu. Hinges (125mm) 69.85 Each

2 No s 250x12mm tower bolt 76.20 Each

1 Nos 200x12 tower bolt 64.05 Each

1 No Alu. 250x16mm aldrop 158.40 Each2 Nos 200 mm 'D' type handle 56.50 Each

2 No Door stopper with Rubber bush 44.40 Each

2.89 m2 Labour charges for making the flush door/single 124.20 m2

2.89 m2 Labour charges for fixing with frames 86.25 m2LS LS for Screws, nails, Dismantling, redoing etc LS

Rate Rs. 2330.83

Say Rs. 2331.00

Supplying and fixing door shutters for Medium Density Fibre board of exterior grade, Plain including external lipping with Kiln dried soft wood of 35mm thick conforming to IS 12406 / 1989 with 35 x 12mm T.W. on all edges with necessary adhesive and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 6 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 2nos Alu. tower bolt of 250x12mm and 1 no Alu. tower bolt of 200x12mm, 2 Nos Alu. Handles, 2 nos door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard specification.

Requirement for lipping =2(2(0.705+2.05))=

For 2.89M2

23

1 2 3 4 5

17

Single leaf:

Consider a door of size 1.00m x 2.10m 2.10 m2

Shutter size 0.91x2.05 1.87 m2

M.D.F Board = 0.91 x 2.05 1.87 m2

Add 10% Wastage 0.19 m22.06 m2

Requirement on lipping =2(0.91+2.05)= 5.92 RM

Main data

2.06 m2 MDF Board 30 mm thick of Plain Kiln dried soft wood 1452.00 m2

Alu. Furniture

3 Nos Alu. Hinges (125mmx30mm) 69.85 Each1 No 250x12mm tower bolt 76.20 Each

1 Nos 150x12 tower bolt 50.60 Each

1 No Alu. 250x16mm aldrop 158.40 Each

1 No 200 mm 'D' type handle 56.50 Each

1 No Door stopper with Rubber bush 44.40 Each

1.87 m2 Labour charges for making the flush door/single 80.20 m2

1.87 m2 Labour charges for fixing with frames 86.25 m2LS LS for Screws, nails, Dismantling, redoing etc LS

Rate Rs. 2143.33

Say Rs. 2144.00

Supplying and fixing door shutters for Medium Density Fibre board of exterior grade, Plain including external lipping with Kiln dried soft wood of 30 mm thick conforming to IS 12406 / 1989 with necessary adhesive and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 3 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 1no Alu. tower bolt of 200x12mm and 1 no Alu. tower bolt of 150x12mm, 2 Nos Alu. Handles, 1 no door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard specification.

For 1.87M2

24

1 2 3 4 5

18

Double leaf:

Consider a door of size 1.50 x 2.10 M 3.15 m2

Shutter size 2x0.705x2.05 2.89 m2

M.D.F Board = 2.00x0.705x2.05 2.89 m2

Add 10% Wastage 0.29 m2

3.18 m2

11.02 RM

Main data

3.18 m2 MDF Board 30 mm thick of Plain Kiln dried soft wood 1452.00 m2

Alu. Ane. Furniture

6 Nos Alu. Hinges (125mm) 69.85 Each

2 No s 250x12mm tower bolt 76.20 Each

1 Nos 200x12 tower bolt 64.05 Each

1 No Alu. 250x16mm aldrop 158.40 Each2 Nos 200 mm 'D' type handle 56.50 Each

2 No Door stopper with Rubber bush 44.40 Each

2.89 m2 Labour charges for making the flush door/single 124.20 m2

2.89 m2 Labour charges for fixing with frames 86.25 m2LS LS for Screws, nails, Dismantling, redoing etc LS

Rate Rs. 2197.69

Say Rs. 2198.00

Supplying and fixing door shutters for Medium Density Fibre board of exterior grade, Pre laminated Kiln dried soft wood of 30 mm thick conforming to IS 12406 / 1989 with 35 x 12mm T.W. on all edges with necessary adhesive and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 6 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 2nos Alu. tower bolt of 250x12mm and 1 no Alu. tower bolt of 200x12mm, 2 Nos Alu. Handles, 2 nos door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard specification.

Requirement for lipping =2(2(0.705+2.05))=

For 2.89M2

25

1 2 3 4 5

19

Single leaf:

Consider a door of size 1.00m x 2.10m 2.10 m2

Shutter size 0.91x2.05 1.87 m2

M.D.F Board = 0.91 x 2.05 1.87 m2

Add 10% Wastage 0.19 m22.06 m2

Requirement on lipping =2(0.91+2.05)= 5.92 RM

Main data

2.06 m2 MDF Board 35mm thick Plain with Teakwood lipping 1694.00 m2

Alu. Furniture

3 Nos Alu. Hinges (125mmx30mm) 69.85 Each1 No 250x12mm tower bolt 76.20 Each

1 Nos 150x12 tower bolt 50.60 Each

1 No Alu. 250x16mm aldrop 158.40 Each

1 No 200 mm 'D' type handle 56.50 Each

1 No Door stopper with Rubber bush 44.40 Each

1.87 m2 Labour charges for making the flush door/single 80.20 m2

1.87 m2 Labour charges for fixing with frames 86.25 m2LS LS for Screws, nails, Dismantling, redoing etc LS

Rate Rs. 2409.92

Say Rs. 2410.00

Supplying and fixing door shutters for Medium Density Fibre board of exterior grade, Plain with Teakwood external lipping alround of 35 mm thick conforming to IS 12406 / 1989 with necessary adhesive and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 3 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 1no Alu. tower bolt of 200x12mm and 1 no Alu. tower bolt of 150x12mm, 2 Nos Alu. Handles, 1 no door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard specification.

For 1.87M2

26

1 2 3 4 5

20

Double leaf:

Consider a door of size 1.50 x 2.10 M 3.15 m2

Shutter size 2x0.705x2.05 2.89 m2

M.D.F Board = 2.00x0.705x2.05 2.89 m2

Add 10% Wastage 0.29 m2

3.18 m2

11.02 RM

Main data

3.18 m2 MDF Board 35mm thick Plain with Teakwood lipping 1694.00 m2

Alu. Ane. Furniture

6 Nos Alu. Hinges (125mm) 69.85 Each

2 No s 250x12mm tower bolt 76.20 Each

1 Nos 200x12 tower bolt 64.05 Each

1 No Alu. 250x16mm aldrop 158.40 Each2 Nos 200 mm 'D' type handle 56.50 Each

2 No Door stopper with Rubber bush 44.40 Each

2.89 m2 Labour charges for making the flush door/single 124.20 m2

2.89 m2 Labour charges for fixing with frames 86.25 m2LS LS for Screws, nails, Dismantling, redoing etc LS

Rate Rs. 2463.97

Say Rs. 2464.00

Supplying and fixing door shutters for Medium Density Fibre board of exterior grade, Plain with Teakwood external lipping alround of 35 mm thick conforming to IS 12406 / 1989 with 35 x 12mm T.W. on all edges with necessary adhesive and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 6 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 2nos Alu. tower bolt of 250x12mm and 1 no Alu. tower bolt of 200x12mm, 2 Nos Alu. Handles, 2 nos door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard specification.

Requirement for lipping =2(2(0.705+2.05))=

For 2.89M2

27

1 2 3 4 5

21

Single leaf:

Consider a door of size 1.00m x 2.10m 2.10 m2

Shutter size 0.91x2.05 1.87 m2

M.D.F Board = 0.91 x 2.05 1.87 m2

Add 10% Wastage 0.19 m22.06 m2

Requirement on lipping =2(0.91+2.05)= 5.92 RM

Main data

2.06 m2 MDF Board 30 mm thick Plain with Teakwood lipping 1512.00 m2

Alu. Furniture

3 Nos Alu. Hinges (125mmx30mm) 69.85 Each1 No 250x12mm tower bolt 76.20 Each

1 Nos 150x12 tower bolt 50.60 Each

1 No Alu. 250x16mm aldrop 158.40 Each

1 No 200 mm 'D' type handle 56.50 Each

1 No Door stopper with Rubber bush 44.40 Each

1.87 m2 Labour charges for making the flush door/single 80.20 m2

1.87 m2 Labour charges for fixing with frames 86.25 m2LS LS for Screws, nails, Dismantling, redoing etc LS

Rate Rs. 2209.43

Say Rs. 2210.00

Supplying and fixing door shutters for Medium Density Fibre board of exterior grade, Plain with Teakwood external lipping alround of 30 mm thick conforming to IS 12406 / 1989 with necessary adhesive and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 3 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 1no Alu. tower bolt of 200x12mm and 1 no Alu. tower bolt of 150x12mm, 2 Nos Alu. Handles, 1 no door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard specification.

For 1.87M2

28

1 2 3 4 5

22

Double leaf:

Consider a door of size 1.50 x 2.10 M 3.15 m2

Shutter size 2x0.705x2.05 2.89 m2

M.D.F Board = 2.00x0.705x2.05 2.89 m2

Add 10% Wastage 0.29 m2

3.18 m2

11.02 RM

Main data

3.18 m2 MDF Board 30 mm thick Plain with Teakwood lipping 1512.00 m2

Alu. Furniture

6 Nos Alu. Hinges (125mm) 69.85 Each

2 No s 250x12mm tower bolt 76.20 Each

1 Nos 200x12 tower bolt 64.05 Each

1 No Alu. 250x16mm aldrop 158.40 Each2 Nos 200 mm 'D' type handle 56.50 Each

2 No Door stopper with Rubber bush 44.40 Each

2.89 m2 Labour charges for making the flush door/single 124.20 m2

2.89 m2 Labour charges for fixing with frames 86.25 m2LS LS for Screws, nails, Dismantling, redoing etc LS

Rate Rs. 2263.71

Say Rs. 2264.00

Supplying and fixing door shutters for Medium Density Fibre board of exterior grade, Plain with Teakwood external lipping alround of 30 mm thick conforming to IS 12406 / 1989 with 35 x 12mm T.W. on all edges with necessary adhesive and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 6 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 2nos Alu. tower bolt of 250x12mm and 1 no Alu. tower bolt of 200x12mm, 2 Nos Alu. Handles, 2 nos door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard specification.

Requirement for lipping =2(2(0.705+2.05))=

For 2.89M2

29

1 2 3 4 5

23

Size of Door : 0.75x2.10=1.575m2

PVC shutter area 0.65x1.90 1.24 m2

Main data

1.24 m2 PVC shutters without frame 2425.00 m2

2 Nos PVC Roller 13.30 Each

1 Nos Lock 59.40 Each

2 Nos D Type Handle 31.10 Each

LS LS

For 1.575 m2

Rate Rs. 2146.80

Say Rs. 2147.00 /M2

Supplying and fixing PVC sliding door for Disabled persons toilet in with Solid PVC door shutters using 19 Gauge 19mm MS square tubes for styles and outer frames, 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC sheets. Shutter using 5mm thick solid PVC sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, Lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm, with suitable rabate for housing the shutter including slidng arrangements.

Labour charges for fixing, Screws, nails dismantling and redoing extra

30

1 2 3 4 5

24

Size of Door : 0.75x2.10=1.575m2

Main data

1.575 m3 PVC shutters with frame 2875.00 m3

2 Nos PVC Roller 13.30 Each

1 Nos Lock 59.40 Each

2 Nos D Type Handle 31.10 Each

LS LS

For 1.575 m2

Rate Rs. 3112.59

Say Rs. 3113.00 /M2

Supplying and fixing PVC sliding door with Solid PVC door shutters using 19 Gauge 19mm MS square tubes for styles and outer frames, 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC sheets. Shutter using 5mm thick solid PVC sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, Lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm, with suitable rabate for housing the shutter including slidng arrangements.

Labour charges for fixing, Screws, nails dismantling and redoing extra

31

1 2 3 4 5

Consider size of 1.20x2.10 2.52 M2

Outer Frame

Vertical 1 x 2 x 2.10 x 0.10 x 0.035 0.015 M3

Horizontal 1 x 2 x 1.20 x 0.10 x 0.035 0.0084 M3

0.0234 M3

Shutter frame

Vertical 2 x 2 x 1.90 x 0.075 x 0.032 0.0182 M3

Horizontal 2 x3x 0.50 x 0.075 x 0.032 0.0072 M3

0.0254 M3

Total 0.0488

2 x 2 x 0.875 x 0.50 1.75 M2

Add 10% wastage 0.18

1.93

Main Data

0.0488 C.W. scantling over 2.00 m in length 28790.00

0.0488 Labour for Wrought & put up 5117.00

1.93 MDF 12mm prelaminated both side 935.00

1.75 Labour charges Wrought& put up 124.20

6 Nos Aluminium Hinges 100x30 56.10 Each

2 Nos Aluminium Handles 100mm 31.10 Each

2 Nos Aluminium Tower bolt 75x10mm 31.10 Each

1 No Cup board lock 59.00 Each

LS LS

Rate for 2.52

Rate Rs. 1728.98 1/M2

Say Rs. 1729.00

Manufacturing, supplying and fixing of cupboard shutter using country wood (kongu) frame of 100 m x 32 mm thick for outer frame horizontal and vertical memebers. The shutter frame of size 75 x 32 mm of country wood scantling (Horizontal 3 nos., Vertical 2 nos., of reach shutter) with 8 mm thick both side prelaminated particle board (exterior grade) shutter.The shutter are fixed to the frame with requied 6 nos., o alumium hings 100 x 30 mm 2 nos., 'D' type alumium hadle 100 mm 2 nos., of aluminum tower bolts 75 x 10 mm 2 nos., of cupboard lock etc., the country wood frame shall be painted two coats with synthetic enamel paint over one coat of wood primer. The prelaminated particle board and furniture fittings used should be got approved by the Executive Engineer before use on works. The cost is inclusive of alumnum handle. tower bolts, piano type hingers, screws, nails, and required further fittings and painting the frame and inner side of prelaminate shutter etc., complete complying with standard specification.

Shutter - Prelaminated Board

M3 M3

M3 M2

M2 M2

M2 M2

Screws, nails, dismandling and redoing incidental charges and other charges including painting

32

1 2 3 4 5

5

Double leaf Door size 1.8 X 2.1M (1/3 panneled&2/3 grilled) 3.78 m2

Materials required

Outer frame 40x40x6mmVertical 1x2x2.1 4.20 mHorizontal 1x1x1.80 1.80

6x3.5Kg/m 21.00 Kg

Shutter frame 35x35x5mm

Vertical 1x2x2x2.088 = 8.35 m

Horizontal 2x2x0.894 3.58 m

11.93

11.93x2.60Kg/m 31.02 Kg

4.08 Kg

Tie bar 32x6mm flat 1x1.8x1.5Kg 2.70 Kg

Stiffeners 18x 5 mm MS flat at rear sideHorizontal 2x1x0.894x0.7 Kg 1.25 Kg

Diagonal 2x2x1.273x0.7 Kg 3.56 Kg

MS flat 32x3mm@ edge of CR Sheet 1x0.7x1.1KG 0.77 Kg

Total 64.38 Kg

Add 5% wastage 3.22 Kg

67.60 Kg

CR Sheet reqd. 1x2x0.894x0.7x9.8 Kg/m2 12.27 kgAdd 5% wastage 0.61 kg

12.88 kg

MS grill of 20kg/m2 1x2x0.894x1.4x20kg/m2 50.06 kgAdd 5% wastage 2.50 kg

52.56 kg

Painting Red oxide primer 1.8x2.1=3.78m2-2.50m2 1.28

1.28x2.2 2.82

Main Data67.60 kg MS angles & Flats 48.00 kg

12.88 kg CR sheet18 gauge 48.00 kg52.56 kg MS grill includingfabrication charges 77.00 kg76.64 Kg 19.25 kg

2.82 M2 Priming coat 40.30 M26 Nos Hold Fasts 200mm length 55.00 Each4 Nos Hinges 125mmx30mm 69.85 Each2 Nos Tower Bolt250mm long 12mm dia 76.20 Each1 Nos Tower Bolt 200 mm long 12mm dia 64.05 Each1 No Aldrop 250mm long 16mm dia 158.40 Each2 Nos Ms Handle 200mm long 56.50 Each

3.78 M2 labour charges for fixing door 124.20 M2LS Conveyance,Handling,Scaffolding,Chipping

masonry,concrete etc& redoing the same LS LS

Manufacturing, supplying and fixing of Steel doors with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 20kg/sq.m and 6 Nos hinges for double leaves shutter to be provided 6nos of holdfasts 120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom arte provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all meterials, labour charges, taxes, transportation to site of work, loading, unloading and all other incidental charges etc., complete.

Intermediate J Section in between Grill & CR sheet2x0.894x2.28Kg

M2

M2

Labour charges for cutting welding and fabricationof angles sheets in position & fixing

33

1 2 3 4 5

2975.09

Rate Rs. 2976.00 /M2

5

Double leaf Door size 1.8 X 2.1M(1/3 panneled&2/3 grilled with glazing)) 3.78 m2

Materials required

Outer frame 40x40x6mmVertical 1x2x2.1 4.20 mHorizontal 1x1x1.80 1.80

6x3.5Kg/m 21.00 Kg

Shutter frame 35x35x5mm

Vertical 1x2x2x2.088 = 8.35 m

Horizontal 2x2x0.894 3.58 m

11.93

11.93x2.60Kg/m 31.02 Kg

4.08 Kg

Tie bar 32x6mm flat 1x1.8x1.5Kg 2.70 Kg

Stiffeners 18x 5 mm MS flat at rear sideHorizontal 2x1x0.894x0.7 Kg 1.25 Kg

Diagonal 2x2x1.273x0.7 Kg 3.56 Kg

MS flat 32x3mm@ edge of CR Sheet 1x0.7x1.1KG 0.77 Kg

Total 64.38 Kg

Add 5% wastage 3.22 Kg

67.60 Kg

CR Sheet reqd. 1x2x0.894x0.7x9.8 Kg/m2 12.27 kgAdd 5% wastage 0.61 kg

12.88 kg

MS grill of 20kg/m2 1x2x0.894x1.4x20kg/m2 50.06 kgAdd 5% wastage 2.50 kg

52.56 kg

3 mm Pin headed glass : 1X2X0.894X1.40 2.50

Add 10% wastage 0.25

2.75

Teakwood Beeding :2x2(0.894+1.40) 9.18

Painting Red oxide primer 1.8x2.1=3.78m2-2.50m2 1.281.28x2.2 2.82

Main Data67.60 kg MS angles & Flats 48.00 kg12.88 kg CR sheet18 gauge 48.00 kg52.56 kg MS grill includingfabrication charges 77.00 kg

2.75 M2 3 mm Pin headed glass 242.00 M29.18 Rm Teakwood Beeding 14.40 Rm

76.64 Kg 19.25 kg

2.82 M2 Priming coat 40.30 M26 Nos Hold Fasts 200mm length 55.00 Each4 Nos Hinges 125mmx30mm 69.85 Each2 Nos Tower Bolt250mm long 12mm dia 76.20 Each1 Nos Tower Bolt 200 mm long 12mm dia 64.05 Each1 No Aldrop 250mm long 16mm dia 158.40 Each2 Nos Ms Handle 200mm long 56.50 Each

For 3.78M2

Manufacturing, supplying and fixing of Steel doors with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 20kg/sq.m with 3mm pin headed glass used for glazing and fixed with 15x12 mm teakwood beeding and 6 Nos hinges for double leaves shutter to be provided 6nos of holdfasts 120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom arte provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all meterials, labour charges, taxes, transportation to site of work, loading, unloading and all other incidental charges etc., complete.

Intermediate J Section in betn Grill & CR sheet2x0.894x2.28Kg

M2

M2

Labour charges for cutting welding and fabricationof angles sheets in position & fixing

34

1 2 3 4 5

3.78 M2 labour charges for fixing door 124.20 M2LS Conveyance,Handling,Scaffolding,Chippingmasonry ,concrete etc & redoing the same

3186.12Rate Rs. 3187.00 /M2

For 3.78M2

35

1 2 3 4 5

26

1.00 Rm Cost of door frame 427.00 Rm

LS Add for concrete filling charges & fixing charges etc. LS

Rate per RM Rs.

Supplying ,fabricating and fixing in position of steel frame without bottom frame, of size 100X60mm rectangular section with necessary rebate 30mmX15mm, to host the shutter,using 1.25mm thick (18 guage) CRCA cold rolled frame steel plate confirming to ISI specified ensured of right butt joint riveted hold assembly with nylon insert,not be welded with special purpose hard ware.Proclaimed including phopating as per ISI with rust preventive primer ready to assemble condition for easy installation at site including dismantling,making necessary chipping and holes in RCC columns, walls with power drills to the extent required ,including providing concrete 1:2:4 inside the box curing etc complete.The cost includes the cost of hold fast ,plastic bush, insert receiver,rubber bottom,shock absorber etc complete as directed by the departmental officers in all floors.

36

1 2 3 4 5

"N "TYPE VENTILATOR

8

Consider a size of ventilator 2.5 x 0.6 1.50 M2

L Angle 25x25x5mm

Horizontal member 4.00 2.5

Vertical 4.00 0.35

Hold fast 4.00 0.15

Subtotal

Total weight of 'L' Angle @ 1.8 kg/rm

25 x 22 x 3 mm 'T' section @ 1.03 kg/rm 2.00 4X0.3

Weight of' T' section @ 1.03 kg/rm

Subtotal

M.S. Flat @ 0.5 kg/m 2.00 4

2(2.50 - 2x.0.025)4 nos.Weight of' M.S. Flat @ 0.5 kg/mtotalAlround @ 0.5 kg/rm 2.50 2

Total weight of 'L' Angle,T section,M.S.Flat 21.6+2.884+ .98+2.

Add 5% for wastage

0.20 Weld mesh 2.50 m2

Glass 10x0.5x0.30 m2

Add 10 % for wastage

Primer ( 1.96+5)x0.025=0.174m2 14.80x.025 =0.37m2

0.544m229.36 Kg MS angles & Flats 48.00 Kg

0.50 m2 Weld mesh 75x25mm 325.00 m2

1.65 m2 3mm thick Glass 242.00 m2

0.54 m2 Priming coat 40.40 m2

29.360 Kg Labour charges 19.25 Kg

LS LS

Total for 1.50m2

Rate per 1 m2

Say per m2 Rs. 1770.00

Fabrication, supply and fixing in position of 'N' type ventilators using M.S. angle of size 25 x 25 x5 mm for frame and M.S. Flat of size 20 x 3 mm for fixing the weld mesh and using 25 x 22 x3 mm 'T' section for frame glass. Special type of Hold fast welded to the frame of 45 degree inclined towards centre for wall and fxing the weldmesh 25mm square including cost of 3mm thick pinheaded glass panes for all panels and fixing the glass panels with necessary clips & putties with required bolts, nuts and washers and one coat of red oxide primer etc. including necessary dismantling, making holes in RCC columns, beams, masonry wherever necessary with power drill to the extend required and made good to the original conditions after fising as directed by the departmental officers.

Dismantling, red oxide charge etc. & glass pin etc

37

1 2 3 4 5

1

T.W.Scantling upto 3m

1 m3 Cost of T.W. Scantlings 93290.00

1 m3 labour charges for wrought and putup 0.00 m3

Rate Rs. 98407.00 m3

2

Consider a door size of 0.90m x 2.10m

Shutter size - 0.80 x 2.045 = 1.636 m2

T.W. Scantlings above 2m long for styles

2x2.045x0.10x0.04 0.01636 m3

T.W. Scantlings below 2m long for rails :-

Top rail :- 1x0.80x0.10x0.04 0.0032

Intermediate rail :- 3.00x0.77x0.10x0.04 0.00924 cum

Lock rail :- 1x0.77x0.18x0.04 0.005544

Bottom rail :- 1x0.80x0.15x0.04 0.0048

Sub Total 0.02278 cum

0.199056

0.199100

Main Data

0.01636 m3 T.W. Scantlings above 2m long 93290.00 cum

0.02278 m3 T.W. Scantlings below 2m long 83000.00 cum

0.01991 m3 T.W. planks 22mm tk below 300mm wide 79370.00 cum

1.636 m2 Labours wrought and putup (S.R. item no. 144) 577.30

LS Wind appliance & Sand paper etc.,and fixing charges L.S.

Total for 17.96 m2 Rs.

Rate per 1.636 m2 Rs. 3708.20

Say Rs. 3709.00 / M2

Supplying and fixing Teakwood frame with scantling above 2m for doors including labour charges for wrought and putup in possible and for fixing holdfast in frame and necessary etc., complete.

m3

Supplying and fixing Teakwood fully panelled shutters for using Teakwood scantlings upto 4m length and teakwood 40mm thick for styles and rails and 22mm thick for planks and panels including cost of wind appliances and labour charges for fixing the furniture fittings in position but excluding cost of furniture fittings complete as directed by the Departmental officers.

Teak wood planks :- 5x0.624x0.29x0.022

38

1 2 3 4 5

1

Area of window 1.56 M2

Outer frame F7D section 33x25x3mm

Horizontal : 1x2x1.20x1.419 kg/m 3.41 kgVertical : 1x2x1.30x1.419 Kg/m 3.70 kg

Shutter frame F7D section 33x25x3mmHorizontal : 2x2x0.56 kg/m 3.18 kgVertical : 2x2x1.26x1.419 Kg/m 7.15 kg

J' Section centre Mullion F4 'B' section1x1.26x2.28 kg/m 2.87 kg

20.31 kg

Add 5% wastage 1.01 kg

21.32 kg

MS flats for stiffeners 18mmx5mm

Horizontal stiffeners = 2x3x0.54x0.70kg/m 2.27 kgVertical stiffeners 2x4x0.08x0.70 kg/m 0.45 kg

2.72 kgAdd 5% wastage 0.14 kg

2.86 kgCR sheet of 18kg @ 9.80 kg/m21x1x1.15x1.25x9.80 14.11 kg

Add 5% wastage 0.71 kg

14.82 kgProtective MS rods 12mm square12x1.20x1.13 kg/m 16.27 kg

Add 5% wastage 0.81 kg17.08 kg

Area of priming coat

For window 1x1x1.20x1.30x2.20 3.43 M2

For MS rods 12x0.048x1.20 0.69 M24.12 M2

Main data

21.32 kg Special Steel Section 63.30 kg

2.86 kg MS Flats and Angles 48.00 kg

14.82 kg CRS 18G 48.00 kg

17.08 kg MS Rod 12mm dia 48.00 kg16.27 kg Fixing MS rod 11.20 kg

37.13 kg Labour for cutting angles,CRS,Welding & fabrication with special angles 19.25 kg1.56 M2 Labour for fixing windows & furniture 108.10 m22.00 Nos Window Stay 50.00 E4.00 Nos Hold Fasts 45.00 E4.00 Nos Hinges 100mmx30mm 56.10 E2.00 Nos Handles 150mm long 50.60 E4.12 M2 Priming Coat 40.30 m2L.S

Fabricating, Supplying and fixng in position of steel sheeted windows ( Two Leaves) with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly.

2 numbers of sturdy hinges and one number of handle-cum-latch of special type made with 18x5mm MS flats are revetted to the shutters at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm at 0.70kg/m, welded to the shutter at two place equivalent from each from top and bottom of the shutter.

An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc., complete

Two Leaves - 1.20x1.30m

Conveyance, Handling, Scaffolding, Chipping Masonary concerete & making good the damaged portion

39

1 2 3 4 5

Rate Rs. 3189.28

Say Rs. 3190.00

2

Area of window 1.95 M2Outer frame F7D section 33x25x3mmHorizontal : 1x2x1.50x1.419 kg/m 4.26 kg

Vertical : 1x2x1.30x1.419 Kg/m 3.69 kgShutter frame F7D section 33x25x3mm

Horizontal : 3x2x0.46x1.419 kg/m 3.92 kgVertical : 3x2x1.26x1.419 Kg/m 10.73 kgJ' Section centre Mullion F4 'B' section1x2x1.26x2.28 kg/m 5.75 kg

28.35 kgAdd 5% wastage 1.42 kg

29.77 kgMS flats for stiffeners 18mmx5mm size at 0.70kg/m

Horizontal stiffeners = 3x3x0.44x0.70kg/m 2.77 kg

Diagonal 3x4x0.08x0.70 kg/m 0.67 kg

3.44 kg

Add 5% wastage 0.17 kg

3.61 kgMS bar 12Nos (12mm dia)

1x12x1.50x1.13kg/m 20.34 kgAdd 5% wastage 1.02 kg

21.36 kg

CR sheet of 18kg @ 9.80 kg/m2

1.45x1.25x9.80 17.76 kgAdd 5% wastage 0.89 kg

18.65 kgArea of priming coat

For window 1.50x1.30x2.20 4.29 M2For MS rods 12x0.048x1.50 0.86 M2

5.15 M2

Main data 29.77 kg Special Steel Section 63.30 kg

3.61 kg MS Flats and Angles 48.00 kg18.65 kg CRS 18G 48.00 kg21.36 kg MS Rod 12mm dia 48.00 kg20.34 kg Fixing MS rod 11.20 kg49.55 kg Labour for cutting angles,CRS,Welding & fabrication with special angles 19.25 kg1.95 M2 Labour for fixing windows & furniture 108.10 m23.00 Nos Window Stay 50.00 E4.00 Nos Hold Fasts 45.00 E

6.00 Nos Hinges 100mmx30mm 56.10 E3.00 Nos Handles 150mm long 50.60 E5.15 M2 Priming Coat 40.30 m2

For 1.56M2

Fabricating, Supplying and fixng in position of steel sheeted windows ( Three Leaves) with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly.

2 numbers of sturdy hinges and one number of handle-cum-latch of special type made with 18x5mm MS flats are revetted to the shutters at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm at 0.70kg/m, welded to the shutter at two place equivalent from each from top and bottom of the shutter.

An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc., complete

Three Leaves - 1.50x1.30m

40

1 2 3 4 5

L.S

Rate Rs. 3352.10Say Rs. 3353.00 M2

Conveyance, Handling, Scaffolding, Chipping Masonary concerete & making good the damaged portion

For 1.95M2

41

1 2 3 4 5

3

Area of window 1.95 M2

Outer frame F7D section 33x25x3mm

Horizontal : 1x2x1.50x1.419 kg/m 4.26 kg

Vertical : 1x2x1.30x1.419 Kg/m 3.69 kg

Shutter frame F7D section 33x25x3mmHorizontal : 3x2x0.46x1.419 kg/m 3.92 kg

Vertical : 3x2x1.26x1.419 Kg/m 10.73 kg

J' Section centre Mullion F4 'B' section

1x2x1.256x2.28 kg/m 5.73 kg28.33 kg

Add 5% wastage 1.42 kg

29.75 kgMS flats for stiffeners 4Nos.of 18mmx5mm size at 0.70kg/m

Horizontal stiffeners = 4x1.5 -- (0.022x2)+(2x.025)+(2x3x.025)*0.7 4.030 kgAdd 5% wastage 0.20 kg

4.23 kgMS bar 12Nos (12mm dia)1x12x1.50x1.13kg/m 20.34 kgAdd 5% wastage 1.02 kg

21.36 kg

FRP transparent sheet 4mm thick

(1.50x1.30)--(2x1.256)+6(0.46+1.256)*0.025+(5.756*0.018) 1.896 m2

Area of priming coat For window 1.50x1.30--1.59=0.36x2.20 0.792 M2For MS rods 12x0.048x1.50 0.864 M2

1.656 M2Main data

29.75 kg Special Steel Section 63.30 kg4.23 kg MS Flats and Angles 48.00 kg1.896 m2 FRP transparent sheet 4mm thick 270.00 m221.36 kg MS Rod 12mm dia 48.00 kg20.34 kg Fixing MS rod 11.20 kg32.36 kg Labour for cutting angles, CRS, Welding & fabrication with special angles 19.25 kg1.95 M2 Labour for fixing windows & furniture 108.10 m23.00 Nos Window Stay 50.00 E4.00 Nos Hold Fasts 45.00 E6.00 Nos Hinges 100mmx30mm 56.10 E3.00 Nos Handles 150mm long 50.60 E1.66 M2 Priming Coat 40.30 m2L.S

Manufacturing, supplying and fixing in position of MS steel windows (Three Leaves)with 4mm FRP transparent sheets instead of glass panes with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3 mm at 1.419 Kg/m and mullion ' O ' section (F4B) of size 46 x 25 x 3 mm at 2.28 Kg/m and shutter section made of F7D of 33 x 25 x 3 mm at 1.419 Kg/m as specified in IS 7452/1990. Each openeble shutter should not exceed a width of 600 mm to enable separate operations and easy maintenance. The panel of the shutter to be covered with 18 Gauge cold rolled sheet of superior quality and welded intact with shutter frames. horizontal stiffeners using 18 x 5 mm MS Flat at all four corners of each shutters to the suitable length welded to the shutters for holding the CR sheets in position firmly. Two numbers of sturdy hinges and one number of handle-cum-latch of special type made with 18 x 5mm MS Flats are rivetted to the shutters at an appropriate height in window. Suitable opening in left for its easy operation. A stopper square rod for handle is provided in the mullionsection at suitable place to catch the window handle. Each window shutter having an adjustable position. a matching peg is provided in the outer frame of the window at suitable place.

Four nos of holdfast of 10mm length spliced at the the ends are welded to the outer frame of the window by using MS Flat of 18 x 5 mm at 0.70 Kg/m, welded to the shutter at two place equivalent from each other from top and bottom of the shutter. An MS square bar of 12mm size is welded to the inner face of the window at an equal intervaal not exceeding 100mm edge to edge between them. All members are painted with one coat of anti corrossive red oxide primer as directed by the department officers. All sections should be in confirmed with IS 7452/1990. The cost includes cost of all materials, labour charges and other incidental charges, etc., complete.

Three Leaves - 1.50x1.30m

Conveyance, Handling, Scaffolding,Chipping Masonary concerete & making good the damaged portion

For 1.95M2

42

1 2 3 4 5

Rate Rs. 2928.25 M2Say Rs. 2929.00 M2

4

Area = 2.34 M2Outer frame F7D section 33x25x3mmHorizontal : 1x2x1.80x1.419 kg/m 5.11 kg

Vertical : 1x2x1.30x1.419 Kg/m 3.69 kgShutter frame F7D section 33x25x3mmHorizontal : 4x2x0.42x1.419 kg/m 4.77 kgVertical : 4x2x1.26x1.419 Kg/m 14.30 kgJ' Section centre Mullion F4 'B' section 1x3x1.26x2.28 kg/m 8.62 kg

36.49 kgAdd 5% wastage 1.82 kg

38.31 kgMS flats for stiffeners 18mmx5mm size at 0.70kg/mHorizontal stiffeners = 4x3x0.40x0.70kg/m 3.36 kgDiagonal 4x4x0.08x0.70 kg/m 0.90 kg

4.26 kgAdd 5% wastage 0.21 kg

4.47 kgCR sheet of 18kg @ 9.80 kg/m2:1.75x1.25x9.80 21.44 kgAdd 5% wastage 1.07

22.51 kg12mm square MS rod 1x12x1.80x1.13kg/m 24.41 kgAdd 5% wastage 1.22 kg

25.63 kgArea of priming coat

For window 1.80x1.30x2.20 5.15 M2

For MS rods 12x0.048x1.80 1.04 M26.19 M2

Main data

38.31 kg Special Steel Section 63.30 kg4.47 kg MS Flats and Angles 48.00 kg22.51 kg CRS 18G 48.00 kg25.63 kg MS Rod 12mm dia 48.00 kg24.41 kg Fixing MS rod 11.20 kg

62.19 kg 19.25 kg

2.34 M2 Labour for fixing windows & furniture 108.10 m24.00 Nos Window Stay 50.00 E4.00 Nos Hold Fasts 45.00 E8.00 Nos Hinges 100mmx30mm 56.10 E4.00 Nos Handles 150mm long 50.60 E6.19 M2 Priming Coat 40.30 m2

Fabricating, Supplying and fixng in position of steel windows (Four Leaves) with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly.

2 numbers of sturdy hinges and one number of handle-cum-latch of special type made with 18x5mm MS flats are revetted to the shutters at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm at 0.70kg/m, welded to the shutter at two place equivalent from each from top and bottom of the shutter.An MS square bar of 12mm size is welded to the inner face

of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc., complete

Four Leaves - 1.80x1.30m

Labour for cutting angles, CRS, Welding & fabrication with special angles

43

1 2 3 4 5

L.S

Rate Rs. 3467.72

Say Rs. 3468.006

Area = 2.34 M2Outer frame F7D section 33x25x3mmVertical : 1x2x1.30x1.419 kg/m 3.69 kg

Horizontal : 1x2x1.80x1.419 kg/m 5.11 kg

Shutter frame Horizontal: 5x2x0.32x1.419 kg/m 4.54

Shutter frame Vertical : 5x2x1.26x1.419 kg/m 17.88

J' Section centre Mullion 1x4x1.26x2.28 kg/m 11.49 kg

33.91 kg

Add 5% wastage 1.70 kg

35.61 kgStiffners using 18x5mm MS flat

5x3x0.30x0.70 kg/m 3.15 kg

5x4x0.08x0.70 kg/m 1.12 kg

4.27 kg

Add 5% wastage 0.21 kg

4.48 kg21.44 kg

Add 5% wastage 1.07 kg

22.51 kg12mm M.S Square rod 12 Nosx1.80x1.13 kg/m 24.41 kgAdd 5% wastage 1.22 kg

25.63 kg

Area of priming coat (1.80x1.30x2.20) = 5.15 M2

For MS rods = 12x0.048x1.80 1.04

6.19 M2Main data

44.85 kg Special section 63.30 kg4.48 kg MS Flats and Angles 48.00 kg22.51 kg CR sheet 48.00 kg25.63 kg 12mm MS Square rod 48.00 kg24.41 kg Fixing MS rod 11.20 kg68.42 kg Labour charges for cutting, welding and fabrication 19.25 kg5 Nos Window Stay 50.00 Each4 Nos Hold Fasts 45.00 Each10 Nos Hinges 100 mmx30mm 56.10 Each5 Nos Handels with stopper 150mm long 50.60 Each

Conveyance, Handling, Scaffolding, Chipping Masonary concerete & making good the damaged portion

For 2.34M2

Fabricating ,Supplying and fixng in position of steel windows( Five Leaves) with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly.2 numbers of sturdy hinges and one number of handle-cum-latch of special type made

with 18x5mm MS flats are revetted to the shutters at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm at 0.70kg/m, welded to the shutter at two place equivalent from each from top and bottom of the shutter.An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm

edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc., complete

Five Leaves - 1.80x1.30m

CR sheet required 1.75x1.25x9.80

44

1 2 3 4 5

6.19 M2 Priming coat with red oxide 40.30 M2

2.34 M2 Labour charges for fixing window furniture fittings 108.10 M2

L.S

For 2.34M2Rate for 1M2 3795.58 M2

SAY Rate for 1M2 3796.00 M27

Area = 2.73 M2\ Outer frame F7D section 33x25x3mm

Vertical : 2x1.30x1.419 kg/m 3.69 kg

Horizontal : 2x2.10x1.419 kg/m 5.96 kg

Shutter frame Vertical: 2x5x1.26x1.419 kg/m 17.88 kg

Shutter frame Horizontal : 2x5x0.40x1.419 kg/m 5.68 kg

J' Section centre Mullion 1x4x1.26x2.28 kg/m 11.49 kg44.70 kg

Add 5% wastage 2.23 kg46.93 kg

Stiffners using 18x5mm MS flat 5x3x0.38x0.70 kg/m 3.99 kg 5x4x0.08x0.70 kg/m 1.12 kg

5.11 kg

Add 5% wastage 0.26 kg

5.37 kgCR sheet required 2.05x1.25x9.80 kg/m2 25.11 kg

Add 5% wastage 1.26 kg

26.37 kg

12mm M.S Square rod: 12 Nosx2.10x1.13 kg/m 28.48 kgAdd 5% wastage 1.42 kg

29.90 kgArea of priming coat 2.10x1.30x2.20 6.01 M2For MS rods = 12x0.048x2.10 1.21

7.22 M2Main data

46.93 kg Special section 63.30 kg5.37 kg MS Flats and Angles 48.00 kg26.37 kg CR sheet 48.00 kg29.90 kg 12mm MS Square rod 48.00 kg

28.48 kg Fixing MS rod 11.20 kg74.92 kg Labour charges for cutting, welding and fabrication 19.25 kg5 Nos Window Stay 50.00 Each

Conveyance, Handling, Scaffolding, Chipping/Masonary concerete & making good the damaged portion

Fabricating, Supplying and fixng in position of steel windows (Five Leaves) with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly.2 numbers of sturdy hinges and one number of handle-cum-latch of special type made with 18x5mm

18x5mm MS flats are revetted to the shutters at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm at 0.70kg/m, welded to the shutter at two place equivalent from each from top and bottom of the shutter.An MS square bar of 12mm size iswelded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members

is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc., complete

Five Leaves - 2.10x1.30m

45

1 2 3 4 5

4 Nos Hold Fasts 45.00 Each10 Nos Hinges 100 mmx30mm 56.10 Each5 Nos Handels with stopper 150mm long 50.60 Each7.22 M2 Priming coat with red oxide 40.30 M22.73 M2 Labour charges for fixing window furniture fittings 108.10 M2L.S

For 2.73M2Rate for 1M2 3553.35 M2

SAY Rate for 1M2 3554.00 M2

Conveyance, Handling, Scaffolding, Chipping/Masonary concerete & making good the damaged portion

46

1 2 3 4 5

8

Area of window 1.56 M2

Outer frame F7D section 33x25x3mmHorizontal : 1x2x1.20x1.419 kg/m 3.41 kgVertical : 1x2x1.30x1.419 Kg/m 3.69 kgShutter frame F7D section 33x25x3mmHorizontal : 2x2x0.56 kg/m 2.24 kg

Vertical : 2x2x1.26x1.419 Kg/m 7.15 kgJ' Section centre Mullion F4 'B' section1x1.26x2.28 kg/m 2.87 kg

19.36 kgAdd 5% wastage 0.97 kg

20.33 kgGlazing area 3mm pin headed

1x1x1.15x1.25 1.44 kg

Add 10% wastage 0.14 kg

1.58 kgProtective MS rods 12mm square

12x1.20x1.13 kg/m 16.27 kgAdd 5% wastage 0.81 kg

17.08 kg

TW beading 1x2x2x(0.56+1.26) 7.28 RMArea of priming coat For window (1.56-1.44)x2.20 0.26 M2For MS rods 12x0.048x1.20 0.69 M2

0.95 M2Main data

20.33 kg Special Steel Section 63.30 kg17.08 kg MS Rod 12mm dia 48.00 kg

16.27 kg Fixing MS rod 11.20 kg19.36 kg 19.25 kg

1.58 M2 Glazing 3mm pin headed 242.00 m2

1.56 M2 Labour for fixing windows & furniture 108.10 m22.00 Nos Window Stay 50.00 E4.00 Nos Hold Fasts 45.00 E4.00 Nos Hinges 100mmx30mm 56.10 E2.00 Nos Handles 150mm long 50.60 E

0.95 M2 Priming Coat 40.30 m2

7.28 RM Teak wood beading 15x12mm 14.40 RM

L.S

Rate Rs. 2616.25Say Rs. 2617.00

Fabricating, Supplying and fixng in position of steel glazed window (Two Leaves )with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 3mm thick pin headed glass and fixed with 15x12mm teakwood beading of superior quality and fixed with shutter frames.2 numbers of sturdy hinges and one number of handle to be fixed to each shutter

at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window.An MS square bar of 12mm size is welded to the inner face of the windowat an equal interva

interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc., complete

Two Leaves - 1.20x1.30m

Labour for cutting angles, CRS, Welding & fabrication with special angles

Conveyance, Handling, Scaffolding, Chipping Masonary concerete & making good the damaged portion

For 1.56M2

47

1 2 3 4 5

9

Area of window 1.95 M2

Outer frame F7D section 33x25x3mmHorizontal : 1x2x1.50x1.419 kg/m 4.26 kgVertical : 1x2x1.30x1.419 Kg/m 3.69 kgShutter frame F7D section 33x25x3mmHorizontal : 3x2x0.46x1.419 kg/m 3.92 kg

Vertical : 3x2x1.26x1.419 Kg/m 10.73 kg

J' Section centre Mullion F4 'B' section1x1.26x2.28 kg/m 2.87 kg

25.47 kgAdd 5% wastage 1.27 kg

26.74 kgMS bar 12Nos 12mm square1x12x1.50x1.13kg/m 20.34 kgAdd 5% wastage 1.02 kg

21.36 kg3mm Pin headed glass 1.45x1.25 1.81

Add 10% wastage 0.18 kg0.18 kg

TW beading 1x3x2(0.46+1.26) 10.32 RmArea of priming coat For window (1.95-1.81)2.20 0.31 M2For MS rods 12x0.048x1.50 0.86 M2

1.17 M2Main data

26.74 kg Special Steel Section 63.30 kg21.36 kg MS Rod 12mm dia 48.00 kg

20.34 kg Fixing MS rod 11.20 kg25.47 kg 19.25 kg

1.99 M2 3mm Pin headed glass 242.00 m210.32 RM Teak wood beading 15x12mm 14.40 Rm1.95 M2 Labour for fixing windows & furniture 108.10 m2

3.00 Nos Window Stay 50.00 E4.00 Nos Hold Fasts 45.00 E6.00 Nos Hinges 100mmx30mm 56.10 E3.00 Nos Handles 150mm long 50.60 E

1.17 M2 Priming Coat 40.30 m2

L.S

Rate Rs. 2709.12Say Rs. 2710.00

Fabricating, Supplying and fixng in position of steel glazed window (Three Leaves )with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 3mm thick pin headed glass and fixed with 15x12mm teakwood beading of superior quality and fixed with shutter frames.2 numbers of sturdy hinges and one number of handle to be fixed to each shutter at an

appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window.An MS square bar of 12mm size is welded to the inner face of the window at an equal interval

not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc., complete

Three Leaves - 1.20x1.50m

Labour for cutting angles, CRS, Welding & fabrication with special angles

Conveyance, Handling, Scaffolding, Chipping Masonary concerete & making good the damaged portion

For 1.95M2

48

1 2 3 4 5

10

Area = 2.34 M2Outer frame F7D section 33x25x3mmHorizontal : 1x2x1.80x1.419 kg/m 5.11 kgVertical : 1x2x1.30x1.419 Kg/m 3.69 kgShutter frame F7D section 33x25x3mmHorizontal : 4x2x0.42x1.419 kg/m 4.77 kg

Vertical : 4x2x1.26x1.419 Kg/m 14.30 kgJ' Section centre Mullion F4 'B' section1x3x1.26x2.28 kg/m 8.62 kg

36.49 kgAdd 5% wastage 1.82 kg

38.31 kgGlazing area 3mm pin headed1x1.75x1.25 2.19 M2Add 10% wastage 0.22 M2

2.41 M2TW beading 2x4x(0.42+1.26) 13.44 RM

12mm square MS rod

1x12x1.80x1.13kg/m 24.41 kg

Add 5% wastage 1.22 kg

25.63 kg

Area of priming coat

For window (2.34-2.19)x2.20 0.33 M2For MS rods 12x0.048x1.80 1.04 M2

1.37 M2Main data

38.31 kg Special Steel Section 63.30 kg25.63 kg MS Rod 12mm dia 48.00 kg24.41 kg Fixing MS rod 11.20 kg

36.49 kg 19.25 kg

2.41 M2 Glazing 3mm pin headed 242.00 m213.44 RM TW beading 15sx12mm 14.40 RM2.34 M2 Labour for fixing windows & furniture 108.10 m24.00 Nos Window Stay 50.00 E4.00 Nos Hold Fasts 45.00 E8.00 Nos Hinges 100mmx30mm 56.10 E4.00 Nos Handles 150mm long 50.60 E

1.37 M2 Priming Coat 40.30 m2L.S Conveyance, Handling, Scaffolding, Chipping Masonary concerete & making good the damaged portion

Rate Rs. 2951.80 M2Say Rs. 2952.00 M2

Fabricating, Supplying and fixng in position of steel glazed window (Four Leaves )with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 3mm thick pin headed glass and fixed with 15x12mm teakwood beading of superior quality and fixed with shutter frames.2 numbers of sturdy hinges and one number of handle to be fixed each shutter at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle

is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window.

An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc., complete

Four Leaves - 1.80x1.30m

Labour for cutting angles, CRS, Welding & fabrication with special angles

For 2.34M2

49

1 2 3 4 5

11

Area = 2.73 M2Outer frame F7D section 33x25x3mmVertical : 2x1.30x1.419 kg/m 3.69 kg

Horizontal : 2x2.10x1.419 kg/m 5.96 kg

Shutter frame Vertical: 2x5x1.26x1.419 kg/m 17.88 kgShutter frame Horizontal : 2x5x0.40x1.419 kg/m 5.68 kgJ' Section centre Mullion 1x4x1.26x2.28 kg/m 11.49 kg

44.70 kgAdd 5% wastage 2.23 kg

46.93 kgGlazing area 3mm pin headed 1x2.05x1.25 2.56 M2Add 10% wastage 0.26 M2

2.82 M2TW beading 1x2x5(0.40+1.26) 16.60 Rm12mm M.S Square rod 12 Nosx2.10x1.13 kg/m 28.48 kgAdd 5% wastage 1.42 kg

29.90 kgArea of priming coat (2.73-2.56)x2.20 0.37 M2For MS rods = 12x0.048x2.10 1.21 M2

1.58 M2Main data

46.93 kg Special section 63.30 kg29.90 kg 12mm MS Square rod 48.00 kg

28.48 kg Fixing MS rod 11.20 kg

44.70 kg Labour charges for cutting, welding and fabrication 19.25 kg2.82 M2 Glazing area 3mm pin headed 242.00 M216.60 RM TW beading 14.40 Rm5 Nos Window Stay 50.00 Each

4 Nos Hold Fasts 45.00 Each10 Nos Hinges 100 mmx30mm 56.10 Each

5 Nos Handels with stopper 150mm long 50.60 Each1.58 M2 Priming coat with red oxide 40.30 M2

2.73 M2 Labour charges for fixing window furniture fittings 108.10 M2

L.S

For 2.73M2Rate for 1M2 3036.48 M2

SAY Rate for 1M2 3037.00 M2

Fabricating, Supplying and fixng in position of steel glazed window (Five Leaves) with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 3mm thick pin headed glass and fixed with 15x12mm teakwood beading of superior quality and fixed with shutter frames.2 numbers of sturdy hinges and one number of handle to be fixed to each shutter at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for

handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window.An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc., complete

Five Leaves - 2.10x1.30m

Conveyance, Handling, Scaffolding, Chipping/Masonary concerete & making good the damaged portion

50

1 2 3 4 5

Area of window 1.50x1.30 M2(Three leaves) 1.95 M2

size of Arch : 1.50x0.30 0.45 M2

Outer frame F7D section 33x25x3mm @ 1.419kg

Horizontal : 1x2x1.50x1.419 kg/m 4.26 kg

Vertical : 1x2x1.30x1.419 Kg/m 3.69 kg

Arch portion 1x1x1.89x1.419 kg/m 2.68

Shutter frame F7D section 33x25x3mm

Horizontal : 3x2x0.46x1.419 kg/m 3.92 kg

Vertical : 3x2x1.24x1.419 Kg/m 10.58 kg

For Arch : 1x(1.44+1.89)x1.419 4.73 kg

J' Section centre Mullion F4 'B' section

1x2x1.27x2.28 kg/m 5.79 kg

Fixed Arch portion: 1x2x0.27x2.28 1.23 kg

Hinges : 3x2x0.42x0.7 kg/m 1.76 kg

window stay : 3x2x0.32x0.7 kg/m 1.34 kg

M.S flat : 3x2x0.42x0.42 kg/m 1.06 kg

41.04 kg

Add 5% wastage 2.05 kg

43.09 kg

MS bar 12Nos 12mm square

1x12x1.50x1.13 kg/m 20.34 kg

Add 5% wastage 1.02 kg

21.36 kg

3mm pin headed glass

1x3x1.24x0.46 1.71 M2

For glazing : 1x1.50x0.30 0.45 M2

2.16 M2

Add 10% wastage 0.22 M2

2.38 M2

T.W Beading for glazing : 1x2(1.50+0.30) 3.60 Rm

T.W beading 1x3x2x(0.46+1.24) 10.20 Rm

13.80 Rm

Area of priming coat

For window [2.40-(1.71+0.45)]2.20 0.53 M2

For MS rods 12x0.048x1.50 0.86 M2

1.39 M2

Main data

43.09 kg Special Steel Section 63.30 kg

Manufacturing, Supplying and fixng in position of steel glazed Arch window (Three leaves) with the following specifications.The Outer frames of windows made out of F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion of F4B section of size 46x25x3mm at 2.28kg/m. Each openable shutter having a overall width of 450mm. 2Nos of sturdy hings and one number of handle cum latch of special type made with 18x5mm M.S flat are rivetted in th shutters at appropriate height in the window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each shutter having one adjustable window stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window.18x3mm at 0.42kg/m. M.S.flat is welded to the shutter at the two place equdistant from each other from top and bottom of the shutter is made up of 3mm pin headed glass of superior quality is laid as panel in the shutter frames and fixed intact. M.S.square intervals not exceeding 100mm, centre andthe top portion0.30m height with fixed glazing. All memebers are painted with one coat of anticorrosive red oxide primer as directed by the departmental officer .All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges, transportation, taxes and other incidental charges, etc., complete

51

1 2 3 4 5

21.36 kg MS Rod 12mm dia 48.00 kg

20.34 kg Fixing MS rod 11.20 kg

41.04 kg 19.25 kg

2.38 kg 3mm pin headed glass 242.00 m2

13.8 kg Teak wood beading 14.40 Rm

2.40 M2 Labour for fixing windows & furniture 108.10 m2

4.00 Nos Hold Fasts 45.00 E

3.00 Nos Handles 150mm long 50.60 E

1.39 M2 Priming Coat 40.40 m2

L.S

Rate Rs. 2626.16 M2

Say Rs. 2627.00 M2

Labour for cutting angles, CRS, Welding & fabrication with special angles

Conveyance, Handling, Scaffolding, Chipping Masonary concerete & making good the damaged portion

For 2.40M2

52

1 2 3 4 5

12

Two Leaves

Size of ventilator of size=0.9mx0.6m 0.54 m2

Outer frame H=2x0.9x1.419 = 2.554 kgOuter frame V=2x0.6x1.419 = 1.703 kgInternal Mullion 1x0.6x2.28 kg 1.368 kg

Shutter Top & Bottom H=2x2x 0.42x1.419 = 2.380 kg

Vertical = 2x2x0.56x1.419 = 3.178 kg

Glazing bar section = 2x1x0.38x1.036 = 0.787 kg

11.97 kg

Add 5% wastage 0.60 kg12.57 kg

Glazed panel area = (2x0.42)x0.56 0.47 m2

Add 10% wastage 0.05 m2

0.52 m2

TW Beading = 2x2x2x(0.38+0.55) 7.44 RM

12mm sq. rods=4x0.90x1.13kg/m 4.07 kgAdd 5% wastage 0.20 kg

4.27 kg

Primer(0.54-0.47)x2.20 0.15 m2MS rod 4x0.048x0.90 0.17 m2

0.32 m2Main data

12.57 kg Special Steel section CF7D & F4B 63.30 kg

11.97 kg Labour charges for cutting, welding and fabrication 19.25 kg

4.27 kg 12mm Sq. rods 48.00 kg4.07 m2 Labour charges for fixing M.S.rods 11.20 Kg

0.52 m2 Pin headed 3mm thick glass 242.00 m2

7.44 RM TW Beading 15x12mm 14.40 RM0.54 m2 Labour for fixing ventilator 108.10 m2

0.32 m2 Primer 40.30 m22.00 Nos Hold Fasts 45.00 E

4.00 Nos Hinges 100mmx30mm 56.10 E

LS LS

Rate Rs. 3657.95 M2Say Rs. 3658.00 M2

supplying and fixing in position Glazed steel ventilator with Side/Central hung shutters( Two Leaves) frames and made shutter frame made out of steel section conforming to IS 7452 /1990.The outer frame made out of z section (F7D) of size 33 x22 x3 mm conforming to IS 7452/1990.The mullions are made out of (F4B) section of size 46x25x3 mm and conforming to IS7452/1990.The shutters are individual and each of them can be operated separately.Sash bars are made of T section (T2) of size 25 x 22 x 3mm 2 nos of sturdy hinges and one number of handle cum latch of special type are fixed are each openable shutter with suitable opening in left for its easy operation, one member of adjustable strings with fixing brackets of sufficient length are provided for each shutter 4 nos of 40 x 40 x 3 mm angle hold fast 230mm length are welded with the frame at appropriate point M.S Square bars of 12 mm dia is welded to the inner face of the ventilator at equal intervals not exceeding 10 cm spacing 3mm pin headed glass is used for Glazing with good quality anf fixed with 15 x 12 mm teak wood beadings with screws for fixing .The shutters are to open outside.

All the section are given with one coat of red oxide primeretc., complete complying with standard specification.The sample of materials and fittings shall be got approved by the departmental officers before use on work. ( The rate shall inclusive of cost all materials labour charges one coat of primer,weld charges, including cost of welding electrodes,transportation to site work, loading,unloading and incidental charges etc., complete complying with standard specification.

Conveyance, Handling, Scaffolding, Chipping/Masonary concerete & making good the damaged portion

For 0.54M2

53

1 2 3 4 5

13

Three Leaves

Size of ventilator of size=0.9mx0.6m 0.54 m2

Outer frame H=2x0.9x1.419 = 2.55 kgOuter frame V=2x0.6x1.419 = 1.70 kgInternal Mullion 2x0.6x2.28 kg 2.73 kg

Shutter Top & Bottom H=2x3x 0.27x1.419 = 2.30 kgVertical = 2x3x0.57x1.419 = 4.85 kgGlazing bar section = 3x1x0.24x1.036 = 0.75 kg

14.89 kg

Add 5% wastage 0.74 kg15.63 kg

Glazed panel area = (3x0.27)x0.54 0.44 m2Add 10% wastage 0.04 m2

0.48 m2TW Beading = 2x3x2x(0.27+0.54) 9.72 RM

12mm sq. rods=4x0.90x1.13kg/m 4.07 kgAdd 5% wastage 0.20 kg

4.27 kgPrimer

(0.54-0.44)x2.20 0.22 m2

MS rod 4x0.048x0.90 0.17 m2

0.39 m2Main data

15.64 kg Special Steel section CF7D & F4B 63.30 kg14.89 kg Labour charges for cutting, welding and fabrication 19.25 kg

4.27 kg 12mm Sq. rods 48.00 kg

4.07 m2 Labour charges for fixing M.S.rods 11.20 m2

0.48 m2 Pin headed 3mm thick glass 242.00 m2

9.72 RM TW Beading 15x12mm 14.40 RM

0.54 m2 Labour for fixing ventilator 108.10 m2

0.39 m2 Primer 40.30 m22.00 Nos Hold Fasts 45.00 E

6.00 Nos Hinges 100mmx30mm 56.10 ELS LS

Rate Rs. 4414.83 M2Say Rs. 4415.00 M2

supplying and fixing in position Glazed steel ventilator with Side/Central hung shutters (Three Leaves) frames and made shutter frame made out of steel section conforming to IS 7452 /1990.The outer frame made out of z section (F7D) of size 33 x22 x3 mm conforming to IS 7452/1990.The mullions are made out of (F4B) section of size 46x25x3 mm and conforming to IS7452/1990.The shutters are individual and each of them can be operated separately.Sash bars are made of T section (T2) of size 25 x 22 x 3mm 2 nos of sturdy hinges and one number of handle cum latch of special type are fixed are each openable shutter with suitable opening in left for its easy operation, one member of adjustable strings with fixing brackets of sufficient length are provided for each shutter 4 nos of 40 x 40 x 3 mm angle hold fast 230mm length are welded with the frame at appropriate point M.S Square bars of 12 mm dia is welded to the inner face of the ventilator at equal intervals not exceeding 10 cm spacing 3mm pin headed glass is used for Glazing with good quality anf fixed with 15 x 12 mm teak wood beadings with screws for fixing .The shutters areto open outside.All the section are given with one coat of red oxide primer etc. complete complying with standard specification

.The sample of materials and fittings shall be got approved by the departmental officers before use on work. ( The rate shall inclusive of cost all materials labour charges one coat of primer,weld charges, including cost of welding electrodes,transportation to site work, loading,unloading and incidental charges etc., complete complying with standard specification.

Conveyance, Handling, Scaffolding, Chipping/Masonary concerete & making good the damaged portion

For 0.54M2

54

1 2 3 4 5

14

Single a ventilator of size=0.6mx0.6m 0.36 m2

Consider a ventilator of size = 0.6x0.6 area 0.36 m2

Outer frame H=2x0.6x1.419 = 1.70 kg

Outer frame V=2x0.6x1.419 = 1.70 kg

Shutter Top & Bottom H=2x1x 0.57x1.419 = 1.62 kg

Vertical = 2x1x0.56x1.419 = 1.59 kgGlazed bar = 1x1x0.53x0.889 = 0.47 kg

7.80Glass = 2x1x0.60x0.30 0.36

TW Beadins = 2x1x2x(0.60+0.30) 3.60

12mm sq. rods=4x0.60x1.13kg/m 2.71

Primer = 0.36x1 0.36

Main data

7.08 kg Steel section CF7D & F4B 63.30 kg

2.71 kg 12mm Sq. rods 48.00 kg

0.36 m2 Pin headed 3mm thick 242.00 m2

3.60 RM TW Beading 14.40 RM

2 Nos Hold fast 45.00 Each

0.36 m2 Labour charges 108.10 m2

2.71 kg Labour for providing bars by welding 11.20 kg

0.36 m2 Primer 40.30 m2

4 Nos Hinges 100x30 56.10 Each

Sundries for Conveyance LS

Rate Rs. 3292.72

Say Rs. 3293.00 /M2

Supplying and Fixing in position steel glazed Ventilators with central hung swing shutter using F7D section of size 30x25x3mm for inner outer froames with 4 Nos. Of 12mm dia MS sq.bars for protection and 2 Numbers of clamps welded with outer frame and using 3mm thick pin headed glass for panel including painting with one coat of Red Oxide Primer dismantling the masonry wherever necessary for fixing the ventilator and redoing the same to the original condition fixing the ventilator and redoing the same to the original condition fixing the ventilator in position etc.,

For 0.36M2

55

1 2 3 4 5

1

Consider a door of size 0.75m x 1.80m

Area = 1.35 m2

Outer frame

M.S. angle 40x40x6 mm

(2x1.80) + 0.75 4.35

Hold fasts 6 Nos 6x0.15 0.9

5.25 RM

Weight of M.S. angle = 5.25x3.50kg/m 18.375 kg

Stiffener rod 0.75m = 0.75x0.60kg/m 0.450 kg

Shutter frame

Frame MS angle 35x35x5mm= 2(1.76+0.73) 4.98 RM

Weight of angle 4.98x2.60 12.948 kg

Stiffener 32x6mm flat

Horizontal 3x0.73= 2.19RM

Weight of stiffener 2.19x1.50 3.285 kg

Weight of 18x5mm stiffener= 3x0.73x0.70 1.533 kg

Tower bolt 6mm rod 2x0.46x1.58 1.454 kg

Locking arrangements 1.488 kg

39.50 kg

Area of weldmesh

1.214 m2

1.214 m2

MAIN DATA

39.50 kg Ms angle flats rods etc 48.00 kg

1.214 m2 Weldmesh 7.5x2.5cm 325.00 m2

1.214 m2 Fly proof mesh (as per SR) 100.00 m2

1 No. Door Handle 150 mm dia 50.60 Each

1.35 m2 Primer 40.30 m2

LS LS

Rate/ 1M2 Rs. 1938.49

Fabricating supplying and fixing in position M.S Steel framed door with weldmesh and fine wire mesh netting etc. with necessary locking facilities and hinges including cost of red oxide primer.

7.5 x 2.5 cm 10gauge = 1.76x0.71

Fine wire mesh (fly proof mesh) area

Labour for fixing weld mesh and flyproof mesh with angles

For 1.35M2

56

1 2 3 4 5

Say Rs. 1939.00

57

1 2 3 4 5

2

Area 0.375 m2

2.50 RM

Hold fasts 4 Nos 4x0.15 0.60 RM

Weight of angle 3.10 RMx2.60 8.06 kg

Stiffoner rod (0.5+0.75)x0.60 1.50 kg

9.56 kg

Area of wire mesh (f1/proof mesh)

0.48x0.75 0.350 m2

Main data

9.56 kg M.S angle flat etc 48.00

0.350 m2 Fly proof mesh (as per SR) 100.00

0.375 m2 Red oxide primer 40.30

LS Labour for fixing mesh with angle

Rate Rs. 1490.65

Say Rs. 1491.00 /M2

Fabrication, Supply and fixing in position fine wiremesh netting inclusive of cost of red oxide primer etc.

Outer frame : M.S. angle 35x35x5mm = 2(0.50+0.75)

For 0.375M2

58

1 2 3 4 5

1

Assume a length of 3 RM

50mm dia G.I. Pipe 2x3 6.00 Rm

25mm dia M.S. Square rod 0.1x6 0.60

6.60 Rm

6.60 x 4.91 Kg/m 32.41 kg

6 RM 50mm dia G.I Pipe 218.30 Rm

32.41 kg 25mm Square rod 48.00 kg

32.41 kg Fabrication charges 19.25 kg

LS Red oxide primer LS

LS Dismandtling and redoing including priming coat LS

For 3RM

Rate for 1 Rm Rs. 1186.56

Say Rs. 1187.00 /Rm

Supplying and fixing of G.I. Pipe handrails using 50 mm G.I. Pipe for Differently Abled persons with 25 mm diaM.S.Square rods.

59

DATA

Amount

6

2235.841019.091243.17186.19330.00

209.55

76.2064.05158.40

50.60181.13

60

6

140.00

5894.20

61

6

3024.961225.441623.35

223.26330.00

279.40

152.4064.05158.40

101.20

217.35

170.00

7569.81

62

6

1843.73

341.282224.53691.07

64.08

330.00139.70

76.20

64.05

158.40

56.50

181.13140.00

6310.67

Manufacturing, supplying and fixing of steel doors with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sandwitching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 20kg/sq.m and 6 Nos hinges for double leaves shutter to be provided 6nos of holdfasts 120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom arte provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all meterials, labour charges, taxes, transportation to site of work,

63

6

2952.96

408.00

2673.44

1204.67

77.13

330.00

279.40

152.40

64.05

158.40

113.00

217.35

170.00

8800.80

Manufacturing, supplying and fixing of steel doors with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 20kg/sq.m and 6 Nos hinges for double leaves shutter to be provided 6nos of holdfasts 120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom arte provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all meterials, labour ,charges, taxes, ransportation to site of

64

6

2981.76513.603363.361334.99

94.705330.00279.40152.4064.05158.40113.00170.00

180.009735.66

Manufacturing, supplying and fixing of steel doors with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom

M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. The balance 2/3 portion at top

at an average weight of 20kg/sq.m and 6 Nos hinges for double leaves shutter to be provided 6nos of holdfasts 120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom arte provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all meterials, labour charges,taxes, transportation to site of work , loading, unloading and all other incidental charges etc.,complete.

65

6

2981.76513.603363.36554.18123.551334.99

94.705330.00279.40152.4064.05158.40113.00170.00

180.00

Manufacturing, supplying and fixing of steel doors with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom

M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. The balance 2/3 portion at top

is provided with grill at an average weight of 20kg/sq.m with 3mm pin headed glass used for glazing and fixed with 15x12 and 6 Nos hinges for double leaves shutter to be provided 6nos of holdfasts 120mm in length made of

angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom arte provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all meterials, labour charges,taxes, transportation to site of work , loading, unloading and all other incidental charges etc.,complete.

66

6

10413.39

with the following specification. M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and

M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The

ith 300mm hieght of fixed glazing at top including 3 Nos hinges for single leaf shutter to be provided 3 nos of holdfasts 120mm in

length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom are provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide

The rate includes cost of all meterials, labour, charges,taxes, transportation to site

67

6

2188.32

318.24

917.07

62.92

33.98

957.30

72.54

150.00

209.55

152.40

158.40

56.50

44.40

207.00

140.00

5668.63

68

6

3401.76491.043201.6699.22

with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and

1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter.

300mm hieght of fixed glazing including6 Nos hinges for double leaves shutter to be provided 6nos of holdfasts

120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom are provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red

69

6

47.811486.87

100.750

330.00419.10152.4064.05158.40113.00310.50

180.00

10556.56

70

6

3828.48

1204.80

with the following specification. M.S. angle in size 40x40x6mm are used for the outer frames and M.S. angle of sie 35x35x5mm for the shutter frame, stiffners with 32x6mm M.S. flats provided at required intervals in the shutter frames 18 guage CR sheet is laid as panel and welded instant for 1/3 bottom portion of the shutter, M.S. flat 18x5mm is welded over the 32x6mm M.S flat sandwitching the CR sheet in between additional stiffner with 18x5mm M.S. flat is provided diagonally at the rear-side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 15kg/m2 and the top portion of operation emergency window is to be made of 25x25x3mm M.S. angle welded intact with CR sheet and 25x3mm M.S. flat at diagonally at the near side of the window at required interwals 6 Nos. of hinges to be provided,6 Nos of holdfast 100mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2 Nos. one at top and the other at the bottom are to be provided one aldrop is provided at an appropriate place in the door 2 Nos. of 'D' type

emergency window and 2 Nos of handle for door is to be provided at appropriate places. A tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation of fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of materials, labour transportation to side of works, loading, unloading and all other

71

6

1824.90

223.42

1896.70

330.00419.10

152.40158.40

226.00

217.35

170.00

10651.56

72

6

1400.16427.68

2122.12

81.41

698.20

110.00

230.29110.00

5179.85

made out of 40x40x6mm at 3.5 Kg/m are used as the outer frames. MS Angles of size 40x40x6mm at 2.6Kg/m is welded intact withouter frame from 1/3 bottom portion for fixing CR sheet & MS grill 18 GCR sheet is laid as panel & welded intact for 1/3 bottom portion. MS Flat are provided as per design 2/3 top Portion is provided with MS grill of 15Kg/M2 as panel. The design & style for the upper grill work should be approved by the departmental Officers. MS Flat 18 x 5mm at 0.7 Kg/m is welded as additional stiffeners at the rear side of the CR sheet panel. 2Nos of hold fasts of 120mm in length made out of 40x40x6mm MS Angle spliced at the ends are welded to one side of the outer frame & the other side of the outer frame suitable arrangements should be made to be fixed rigidily with adjoining door/ window outer frame. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of materials, labour charges,

73

6

3114.72

209.55

64.05

50.60

158.40

56.50

44.40

149.97

161.29110.00

4119.48

35 mm with necessary T.W. internal lipping including supplying and fixing cost of wind appliances and

furniture fittings such as 1no .200 x 12 mm aluminium tower bolt 2 nos. 150x12 mm aluminium tower bolts 1no. 250 x 16 mm aluminium aldrops, 2 nos. 150mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as directed by the

74

6

4808.16

419.10152.4064.05

158.40

113.00

88.80

358.94

249.26130.00

6542.11

35 mm with necessary T.W. internal lipping including supplying and fixing cost of wind

appliances and furniture fittings such as 1no .200x12mm aluminium tower bolt 2nos. 150x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops, 2 nos. 150mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as

75

6

4111.76

209.55

64.05

50.60

158.40

56.50

44.40

149.97

161.29110.00

5116.52

35 mm with Teak ply on both sides and including supplying and fixing cost of wind appliances and furniture

fittings such as 1no .200 x 12 mm aluminium tower bolt 2 nos. 150x12 mm aluminium tower bolts 1no. 250 x 16 mm aluminium aldrops, 2 nos. 150mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as directed by the

76

6

6347.28

419.10152.4064.05

158.40

113.00

88.80

358.94

249.26130.00

8081.23

35 mm with necessary T.W. internal lipping including supplying and fixing cost of wind appliances

and furniture fittings such as 1no .200x12mm aluminium tower bolt 2nos. 150x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops, 2 nos. 150mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as directed by the

77

6

3988.16

209.5576.20

50.60

158.40

56.50

44.40

149.97

161.29110.00

5005.07

Pre laminated including of 35mm thick conforming to IS 12406 / 1989 with necessary adhesive and C.P.

screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 3 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 1no Alu. tower bolt of 200x12mm and 1 no Alu. tower bolt of 150x12mm, 2 Nos Alu. Handles, 1 no door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete

78

6

6156.48

419.10

152.40

64.05

158.40113.00

88.80

358.94

249.26130.00

7890.43

Both side Pre laminated including conforming to IS 12406 / 1989 with 35 x 12mm T.W. on all edges

with necessary adhesive and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 6 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 2nos Alu. tower bolt of 250x12mm and 1 no Alu. tower bolt of 200x12mm, 2 Nos Alu. Handles, 2 nos door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling

79

6

3240.38

209.5576.20

50.60

158.40

56.50

44.40

149.97

161.29110.00

4257.29

Plain including external lipping with of 35mm thick conforming to IS 12406 / 1989 with necessary adhesive and C.P. screws, including fixing

of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 3 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 1no Alu. tower bolt of 200x12mm and 1 no Alu. tower bolt of 150x12mm, 2 Nos Alu. Handles, 1 no door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard

80

6

5002.14

419.10

152.40

64.05

158.40113.00

88.80

358.94

249.26130.00

6736.09

Plain including external lipping with conforming to IS 12406 / 1989 with 35 x 12mm T.W. on all edges with necessary adhesive

and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 6 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 2nos Alu. tower bolt of 250x12mm and 1 no Alu. tower bolt of 200x12mm, 2 Nos Alu. Handles, 2 nos door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete

81

6

2991.12

209.5576.20

50.60

158.40

56.50

44.40

149.97

161.29110.00

4008.03

Plain including external lipping with conforming to IS 12406 / 1989 with necessary adhesive and C.P. screws, including fixing

of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 3 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 1no Alu. tower bolt of 200x12mm and 1 no Alu. tower bolt of 150x12mm, 2 Nos Alu. Handles, 1 no door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard

82

6

4617.36

419.10

152.40

64.05

158.40113.00

88.80

358.94

249.26130.00

6351.31

Pre laminated Kiln dried soft wood of conforming to IS 12406 / 1989 with 35 x 12mm T.W. on all edges with necessary adhesive and C.P. screws,

including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 6 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 2nos Alu. tower bolt of 250x12mm and 1 no Alu. tower bolt of 200x12mm, 2 Nos Alu. Handles, 2 nos door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete

83

6

3489.64

209.5576.20

50.60

158.40

56.50

44.40

149.97

161.29110.00

4506.55

Plain with Teakwood external lipping conforming to IS 12406 / 1989 with necessary adhesive and C.P. screws, including fixing of aldrops,

tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 3 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 1no Alu. tower bolt of 200x12mm and 1 no Alu. tower bolt of 150x12mm, 2 Nos Alu. Handles, 1 no door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard specification.

84

6

5386.92

419.10

152.40

64.05

158.40113.00

88.80

358.94

249.26130.00

7120.87

Plain with Teakwood external conforming to IS 12406 / 1989 with 35 x 12mm T.W. on all edges with necessary adhesive and

C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 6 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 2nos Alu. tower bolt of 250x12mm and 1 no Alu. tower bolt of 200x12mm, 2 Nos Alu. Handles, 2 nos door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete

85

6

3114.72

209.5576.20

50.60

158.40

56.50

44.40

149.97

161.29110.00

4131.63

Plain with Teakwood external lipping conforming to IS 12406 / 1989 with necessary adhesive and C.P. screws, including fixing of aldrops,

tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 3 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 1no Alu. tower bolt of 200x12mm and 1 no Alu. tower bolt of 150x12mm, 2 Nos Alu. Handles, 1 no door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard specification.

86

6

4808.16

419.10

152.40

64.05

158.40113.00

88.80

358.94

249.26130.00

6542.11

Plain with Teakwood external conforming to IS 12406 / 1989 with 35 x 12mm T.W. on all edges with necessary adhesive and

C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost for aluminium furniture fittings such as 6 nos Alu. hinges 125mm, 1 no Alu. aldrop 250 x 16mm, 2nos Alu. tower bolt of 250x12mm and 1 no Alu. tower bolt of 200x12mm, 2 Nos Alu. Handles, 2 nos door stopper with rubber bush incase of Single leaf door inclusive of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns, The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete

87

6

3007.00

26.60

59.40

62.20

226.01

3381.21

88

6

4528.13

26.60

59.40

62.20

226.01

4902.34

89

6

0

1404.95

249.71

1804.55

217.35

336.60

62.20

62.20

59.00

160.48

4357.04

90

6

3244.80

618.244047.121475.32

113.65330.00279.40152.4064.05158.40113.00469.48

180.00

11245.852975.09

with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 20kg/sq.m and 6 Nos hinges for double leaves shutter to be provided 6nos of holdfasts 120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom arte provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all meterials, labour charges, taxes, transportation to site of

91

6

3244.80618.244047.12665.50132.191475.32

113.65330.00279.40152.4064.05158.40113.00

with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the

1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sand witching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally

The balance 2/3 portion at top is provided with grill at an average weight of 20kg/sq.m with 3mm pin and 6 Nos hinges for double leaves shutter to be provided 6nos

of holdfasts 120mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 2nos. one at top and the other at the bottom arte provided one aldrop is provided at on appropriate place in the door. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all meterials, labour charges, taxes, transportation to site of work, loading, unloading and all

92

6

469.4818012043.543186.12

93

6

427.00

23.00

450.00

94

6

10.00

1.40

0.60

12.00

21.6 Kg

2.80

2.884 Kg

0.20

1.960.98 Kg

5.000.50 Kg

27.96

1.4029.36Kg

0.501.500.151.65

1409.28162.50

399.30

18.52

565.18

100.00

2654.78

1769.85

using M.S. angle of size 25 x 25 x5 mm for frame and M.S. Flat of size 20 x 3 mm for fixing the weld mesh and using 25 x 22 x3 mm 'T' section for frame glass. Special type of Hold fast welded to the frame of 45 degree inclined towards centre for wall and fxing the weldmesh 25mm square including cost of 3mm thick pinheaded glass panes for all panels and fixing the glass panels with necessary clips & putties with required bolts, nuts and washers and one coat of red oxide primer etc. including necessary dismantling, making holes in RCC columns, beams, masonry wherever necessary with power drill to the extend required and made good to the original conditions after

95

6

93290.00

0.00

93290.00

1526.22

1890.74

1580.26

944.46

124.93

6066.61

Supplying and fixing Teakwood frame with scantling above 2m for doors including labour charges for wrought and putup

Supplying and fixing Teakwood fully panelled shutters for using Teakwood scantlings upto 4m length and teakwood 40mm thick for styles and rails and 22mm thick for planks and panels including cost of wind appliances and labour charges for fixing the furniture fittings in position but excluding cost of furniture fittings complete as directed by the

96

6

1349.56

137.28

711.36

819.84182.22

714.75168.64100.00180.00224.40101.20166.04120.00

ith the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length

2 numbers of sturdy hinges and one number of handle-cum-latch of special type made with 18x5mm MS flats are revetted to the shutters at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm at 0.70kg/m, welded to the shutter at two place equivalent from each from top and bottom of the shutter.

An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc.,

97

6

4975.28

1884.44

173.28895.201025.28227.81953.84210.80150.00180.00

336.60151.80207.55

( Three Leaves) with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR

2 numbers of sturdy hinges and one number of handle-cum-latch of special type made with 18x5mm MS flats are revetted to the shutters at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm at 0.70kg/m, welded to the shutter

An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc., complete

98

6

140.00

6536.59

99

6

1883.18203.04511.921025.28227.81622.93210.80150.00180.00336.60151.8066.74140.00

5710.08

100

6

2425.02214.561080.481230.24273.39

1197.16

252.95200.00180.00448.80202.40249.46

with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each

2 numbers of sturdy hinges and one number of handle-cum-latch of special type made with 18x5mm MS flats are revetted to the shutters at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm at 0.70kg/m, welded to the shutter at two place equivalent from each from top and

of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The

101

6

160.00

8114.46

2839.01215.041080.481230.24273.391317.09250.00180.00561.00253.00

) with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly.2 numbers of sturdy hinges and one number of handle-cum-latch of

with 18x5mm MS flats are revetted to the shutters at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm at 0.70kg/m, welded to the shutter at two place equivalent from each from top and bottom of the shutter.An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding

edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other

102

6

249.46

252.95

180.00

8881.65

1.21

2970.67257.761265.761435.20

318.981442.21250.00

) with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly.2 numbers of sturdy hinges and

18x5mm MS flats are revetted to the shutters at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm at 0.70kg/m, welded to the shutter at two place

iswelded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members

is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc., complete

103

6

180.00561.00253.00290.97295.11180.00

9700.65

104

6

1286.89819.84

182.22372.68

382.36

168.64100.00180.00224.40101.20

38.29

104.83

120.00

4081.35

)with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the

and fixed with 15x12mm teakwood beading of superior quality and

at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the

interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all

105

6

1692.861025.28

227.81490.30

481.58148.61210.80

150.00180.00336.60151.80

47.15

140.00

5282.78

)with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the

and fixed with 15x12mm teakwood beading of superior quality and fixed with shutter frames.2 numbers of sturdy hinges and one number of handle to be fixed to each shutter at an

appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the

not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour

106

6

2425.021230.24273.39

702.43

583.22193.54252.95200.00180.00448.80202.40

55.21160.00

6907.21

)with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 3mm

and fixed with 15x12mm teakwood beading of superior quality and fixed with shutter frames.2 numbers of sturdy hinges and one number of handle to be fixed each shutter at an appropriate height in window. suitable opening is left for its easy

is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window.

An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc.,

107

6

1.21

2970.671435.20

318.98

860.48682.44239.04250.00

180.00561.00

253.0063.67

295.11

180.00

8289.59

with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 3mm thick

and fixed with 15x12mm teakwood beading of superior quality and fixed with shutter frames.2 numbers of sturdy hinges and one number of handle to be fixed to each shutter at an appropriate height in window. suitable opening is left for its easy

handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the

An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc.,

108

6

2727.60

with the following specifications.The Outer frames of windows made out of F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion of F4B section of size 46x25x3mm at 2.28kg/m. Each openable shutter having a overall width of 450mm. 2Nos of sturdy hings and one number of handle cum latch of special type made with 18x5mm M.S flat are rivetted in th shutters at appropriate height in the window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each shutter having one adjustable window stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window.18x3mm at 0.42kg/m. M.S.flat is welded to the shutter at the two place equdistant from each other from top and bottom of the shutter is made up of 3mm pin headed glass of superior quality is laid as panel in the shutter frames and fixed intact. M.S.square intervals not exceeding 100mm, centre andthe top portion0.30m height with fixed glazing. All memebers are painted with one coat of anticorrosive red oxide primer as directed by the departmental officer .All sections should be in confirmed with IS 7452/1990.The cost includes cost of all

109

6

1025.28

227.81

790.02

575.96

198.72

259.44

180.00

151.80

56.16

110.00

6302.78

110

6

kg

795.68

230.42

204.9645.58

125.84

107.1458.37

12.9090.00

224.40

80.00

1975.29

frames and made shutter frame made out of steel section conforming to IS 7452 /1990.The outer frame made out of z section (F7D) of size 33 x22 x3 mm conforming to IS 7452/1990.The mullions are made out of (F4B) section of size 46x25x3 mm and conforming to IS7452/1990.The shutters are individual and each of them can be operated separately.Sash bars are made of T section (T2) of size 25 x 22 x 3mm 2 nos of sturdy hinges and one number of handle cum latch of special type are fixed are each openable shutter with suitable opening in left for its easy operation, one member of adjustable strings with fixing brackets of sufficient length are provided for each shutter 4 nos of 40 x 40 x 3 mm angle hold fast 230mm length are welded with the frame at appropriate point M.S Square bars of 12 mm dia is welded to the inner face of the ventilator at equal intervals not exceeding 10 cm spacing 3mm pin headed glass is used for Glazing with good

All the section are given with one coat of red oxide primeretc., complete complying with standard specification.The sample of materials and fittings shall be got approved by the departmental officers before use on work. ( The rate shall inclusive of cost all materials labour charges one coat of primer,weld charges, including cost of welding electrodes,transportation to site work, loading,unloading and

111

6

990.01286.63

204.96

45.58

116.16

139.97

58.37

15.7290.00

336.60100.00

2384.01

frames and made shutter frame made out of steel section conforming to IS 7452 /1990.The outer frame made out of z section (F7D) of size 33 x22 x3 mm conforming to IS 7452/1990.The mullions are made out of (F4B) section of size 46x25x3 mm and conforming to IS7452/1990.The shutters are individual and each of them can be operated separately.Sash bars are made of T section (T2) of size 25 x 22 x 3mm 2 nos of sturdy hinges and one number of handle cum latch of special type are fixed are each openable shutter with suitable opening in left for its easy operation, one member of adjustable strings with fixing brackets of sufficient length are provided for each shutter 4 nos of 40 x 40 x 3 mm angle hold fast 230mm length are welded with the frame at appropriate point M.S Square bars of 12 mm dia is welded to the inner face of the ventilator at equal intervals not exceeding 10 cm spacing 3mm pin headed glass is used for Glazing with good

to open outside.All the section are given with one coat of red oxide primer etc. complete complying with standard specification

.The sample of materials and fittings shall be got approved by the departmental officers before use on work. ( The rate shall inclusive of cost all materials labour charges one coat of primer,weld charges, including cost of welding electrodes,transportation to site work,

112

6

m2

RM

kg

m2

448.16

130.08

87.12

51.84

90.00

38.92

30.35

14.51

224.40

70.00

1185.38

with central hung swing shutter using F7D section of size 30x25x3mm for inner outer froames with 4 Nos. Of 12mm dia MS sq.bars for protection and 2 Numbers of clamps welded with outer frame and using 3mm thick pin headed glass for panel including painting with one coat of Red Oxide Primer dismantling the masonry wherever necessary for fixing the ventilator and redoing the same to the original condition fixing the ventilator and redoing the

113

6

kg

1896.00

394.55

121.40

50.60

54.41

100.00

2616.96

114

6

458.88

35.00

15.11

50.00

558.99

115

6

1309.80

1555.68

623.89

40.30

30.00

3559.67