veterinary mittalam new 220.30 sq.mm 15.12

8/3/2019 Veterinary Mittalam NEW 220.30 Sq.mm 15.12

1/130

Rate for 2011 - 2012 with effect from 01.07.2011

COST OF MATERIALS LABOUR CHARGES

1. Cement 4900.00 Mixing Mortar - Hand 35.90

2. Steel Upto 16mm dia 39600.00 Mixing Mortar - Machine 47.80

3. Steel Above 16mm dia 39600.00 Grinding Mortar (Ordinary) 87.80

4. Sand for filling 110.00 Binding Wire (Block) 42.00

5. Sand for Mortar 110.00 Binding Wire (GI) 42.00

6. Rough Stone for Masonry 288.00 M.S. Angle 25 x 25 x 3 40.00

7. Bond Stone 395.00 M.S. Sheet BG 10 / Plates, rods 40.00

8. C. Brick 8.3/4" x 4.1/4 " x 2.3/4" 2900.00 G.I. Sheet - 1.6mm thick 290.00

9. C. Brick 8.3/4" x 4.1/4 " x 2.1/4" 2285.00 Fixing M.S. Rod / Iron Bar 9.30

10. Fly Ash Brick 230 x 110 x 70 3100.00 Grill Work 54.00

11. Brick Jelly 40mm 365.00 Petty Iron work 17.25

12. Brick Jelly 20mm 400.00 Mason I Class - Brick & Stone 243.00

13. Broken Stone 40mm (ISS) 616.00 Mason II Class - Brick & Stone 218.00

14. Broken Stone 20mm (ISS) 858.00 Mazdoor I Class 153.00

15. 10 to 12mm (583 + 792 / 2) 687.50 Mazdoor II Class 138.00

16. Shell Lime 979.00 Fitter I Class 215.00

17. Lime Stone 720.00 Fitter II Class 200.00

18. Pressed Tiles 20 x 20 x 2 7200.00 Carpenter I Class 237.00

19. Pressed Tiles 23 x 23 x 2 10200.00 Carpenter II Class 218.00

20. Silver Oak Scantling 10800.00 Plumber I Class 211.00

21. C.Wood scantling upto 4.00m 23800.00 Plumber II Class 196.00

22. C.Wood scantling Above 4.00m 25000.00 Floor Polisher 188.00

23. C.Wood Planks 27300.00 Painter I Class 196.00

24. C.Wood Wrought and Put up 4239.00 Painter II Class 181.00

25. Casurino Probs 10 to 13cm dia 17.50 Stone Cutter I Class 187.00

26. Country wood reaper 50x25mm 24.00 Stone Cutter II Class 173.00

27. Country wood reaper 50x12mm 17.50 fitter (pipe laying & bar bend)-I 211.00

28. Cuddapah Slab 38/40 mm 286.00 fitter (pipe laying & bar bend)-II 196.00

29. Gravel 106.00 23.20

30. Well Gravel 94.00 S.I. 62 34.75

31. Pond Ash for Filling 62.00 Earth Filling 12.2032. Design Colour Ceramic tiles (305x305x6) 44.00 Sand Filling 10.85

33. Plain Colour Ceramic tiles (305x305x6) 31.50 Vibration Charges RCC 29.20

34. Plain Colour Ceramic tiles (200x200x6) 14.10

35. White glazed tiles (150x150x6) 7.35 Upper floor rates

36. Colour glazed tiles (150x150x6) 8.40 a. Concrete

37. Colour glazed with Printed design tiles (150x150x6) 9.90 For S.S. in G.F. upto 4.50 m 36.50

38. Design Vertified tiles (600x600x8) 1060.00 Upeer floors 73.20

39. Kotta Stone - 600 x 600 x 20mm 440.00

40. Design Marbonite tiles - 600 x 600 x 8 1076.00 b. Brick work

41. Adanga Marble slab - 600x600x18-20 445.00 for S.S. in G.F. upto 4.50 m 24.50

42. White Cement 19.95 Upper floors 49.20

43. Colour Cement 23.10

44 Mangalore Tiles / 1000 7055.00 PVC adhesive 31.50

45 Pan Tiles / 1000 295.00 PVC clamps, TW plugs and screws 8.80

46 Flat Tiles 15x15x12 /1000 565.00

47 Flat Tiles 15x15x20 /1000 670.00

S.I. 50 EARTH WORK


2/130

54 glass 5.5 mm tk 336.00

55 Red Oxide Primer 126.00

56 cement paint 46.00

57 FRP 3255

58 CRCA 388.5

59 MDF Board 35mm thick 1365

60 Cuddapah Slab 20/30 mm 264.00

61 Pre-polished concrete anti-skid tiles 420

62 Pre-polished concrete anti-skid step tiles 483


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(2) (3) (4) (5) (6)

0 to 10 4.00 4.40 6.40 5.40 7.20

10 to 20 3.45 3.80 5.50 4.65 6.20

20 to 40 3.05 3.35 4.85 4.10 5.45

40 to 80 2.55 2.80 4.05 3.40 4.55

Above 80 2.30 2.50 3.65 3.10 4.10

Loading 53.20 25.40 17.40 25.00 25.00

Unloading 53.20 25.40 17.40 25.00 25.00

10.6 11.65 16.9 14.35 19.05

coefficient 1 1.1 1.6 1.35 1.8

G.I. Pipd Dia Cutting Threading

15 mm 3.00 4.20

20 mm 3.00 4.40

25 mm 3.70 8.80

32 mm 4.40 11.85

40 mm 5.80 13.30

50 mm 7.40 14.85

65 mm 8.00 17.80

80 mm 10.40 22.35

100 mm 14.85 29.80

PVC Pipd Dia 4 Kg/ Cm 6 Kg / Cm2

15 mm

20 mm25 mm

32 mm

40 mm

50 mm 47.00 73.50

63 mm 68.00 99.50

75 mm 94.50 141.50

90 mm 110.00 168.00

110 mm 147.00 220.50

160 mm 304.50 430.50

Distance in

Km

Cement

&

Steel

Lime stoneBroken

Laterite, Brickjelly, woodwork, PondAsh (Wet /

dry) M3

Rough Stone

Broken Stone

Jelly, Sand,

Gravel, Surki,

Earth

M3

Country

Brick

1000 Nos

Mangalore Tiles(1000 Nos.)

Machine PressedTiles (2000 Nos.)Pressed Mosaic

tiles (1500 Nos.)

add above extra for inter


4/130


5/130

(7)

9.00

7.75

6.85

5.70

5.15

25.00

25.00

23.75

2.25

B Class Pipe

63.00

89.00

115.50

136.50

147.00

189.00

220.50

10 Kg / Cm2

12.50

18.5031.50

47.00

73.50

110.00

Bricks I & II classStandard size stock

Bricks, Metric Bricks,Fly Ash Bricks,Chamber BurntBricks, Flooring

Square Tiles(1000 Nos.)


6/130


7/130

NAME OF WORK :Construction of Veterinary Dispensary at Mittalam in Vellore District.

LEAD STATEMENT

Name of the Materials Unit Source Lead Charges Total Cost

1. Cement 1 Mt vaniyambadi 24 4900.00 86.70 4986.70

2. Steel 1 Mt vaniyambadi 24 39600.00 86.70 39686.70

3. Sand for mortar vaniyambadi 24 110.00 138.40 248.40

4. Sand for Filling vaniyambadi 24 110.00 138.40 248.40

5. Country Bricks of Size 8.3/4"x4.1/4"x2.3/4" 1000 Nos. ponneri 35 2900.00 162.00 3062.00

6. Brick Jelly 40mm size ponneri 35 365.00 132.25 497.25

7. Brick Jelly 20mm size ponneri 35 400.00 132.25 532.25

8. HBG Stone Jelly 40mm Maniyarakuppam 13 616.00 80.50 696.50

9. HBG Stone Jelly 20mm Maniyarakuppam 13 858.00 80.50 938.50

10. HBG Stone Jelly 10 - 12mm Maniyarakuppam 13 687.50 80.50 768.00

11. Rough Stone Maniyarakuppam 13 288.00 80.50 368.50

12. Bond Stone Maniyarakuppam 13 395.00 80.50 475.50

13 Cut Stone Maniyarakuppam 13 4100.00 80.50 4180.50

14 Pressed tiles 23x23x2cm 1000 Nos. vellore 67 10200.00 182.93 10382.93

15 Shell Lime vaniyambadi 24 979.00 0.00 979.00

16 Lime Stone vaniyambadi 24 720.00 95.40 815.40

17 Well gravel Local 4 94.00 25.60 119.60

18 gravel Local 4 106.00 25.60 131.60

Certified that the lead particulars funished above are correct to the best of myknowledge and the rates adopted as per the

Schedule of rates for the year 2011 - 2012

Sl.No.

Leadin K.m

Cost ofMaterials

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3


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ame of Work: Construction of Veterinary Dispensary at Mittalam in Vellore District.

Quantity Description Rate Per Amount

1. 720 Kg Cost of Cement 4986.70 1 MT 3590.42

1 Cost of Sand for mortar 248.40 248.401 Mixing Charges 35.90 35.90

Total 3874.72


1 Cost of Sand for mortar 248.40 248.40

1 Mixing Charges 35.90 35.90

Total 2677.92




Total 2079.51




Total 1720.47




Total 1481.11

6. 0.50 Lime Stone 815.40 1 MT 407.70


1 Griding Charges 87.80 87.80

Total 743.90

Brick Jelly Lime Concrete

9.50 Brick jelly 40mm 497.25 4723.88

3.80 Lime mortar 1:2 743.90 2826.82

1.80 Nos Mason II class 218.00 Each 392.40

17.70 Nos Mazdoor I class 153.00 Each 2708.10

14.10 Nos Mazdoor II class 138.00 Each 1945.80

Total 12597.00

Rate Rs. : 1259.70

Sl.No.

Cement Mortar 1:2 / 1 M3

M

3

1 M

3

M3 1 M3

/M3


M3 1 M3

M3 1 M3

/M3


M3 1 M3

M3 1 M3

/M3


M3 1 M3

M3 1 M3

/M3


M3 1 M3

M3 1 M3

/M3

Lime Mortar 1:2 / 1M3

M2

M3 1 M3

M3 1 M3

/M3

M3 1 M3

M3 1 M3

/10M3

/M3


9/130

Name of Work:Construction of Veterinary Dispensary at Mittalam in Vellore District.

DATA

Quantity Description Rate Per Am

1.

1 Earthwork excavation in all soils (23.2+34.75 / 2) 29.00 29.00

1 Add 100% extra for narrow excavation 29.00 29.00

0.33 Refilling the sides of foundation with excavated ea 12.20 4.03

Total 62.03

Rate Rs. 62.00

2.

1 Earthwork excavation in soil average rate 29.00 29.00

Rate Rs. 29.00

3.

1 Cost of sand 248.40 248.40

1 Refilling with sand 10.85 10.85

Total 259.25

Rate Rs. 259.25

4.

1 Cost of well Gravel 119.60 119.60

1 Refilling with Gravel 10.85 10.85

Rate Rs. 130.45

5.

10 Rough Stone 368.50 3685.00

1 Bond Stone 475.50 475.50

3.40 Cement Mortar 1:5 1720.47 5849.60

7.10 Nos Mason I class 243.00 Each 1725.30

10.60 Nos Mason II class 218.00 Each 2310.8014.10 Nos Mazdoor I class 153.00 Each 2157.30


Total 18149.30

Rate Rs. 1814.90

Sl.No.

Earthwork Excavation for foundation to full depth in all soils and sub soils to full depth as ma

except in rock requiring blasting but inclusive of shoring strutting and baling out water whererefilling the sides of foundation with excavated soil other than sand in layers of 15 cm thick wellconsolidated depositing the surplus earth within the compound in places shown by the Executiveinitial lead and lift and leveling the same etc., complete complying with standard specification and

M3 1 M3

M3 1 M3

M3 1 M3

Earthwork open excavation in all soils and sub soils and to full depth as may be directed exceprequiring blasting but inclusive of shoring, strutting and baling out water wherever necessary andsurplus earth within the compound in places shown by the departmental officers with an initial lealift of 2m, clearing and leveling etc. the site complete complying with standard specification.

M3 1 M3

Supplying and filling in foundation and basement with filling sand in layers of not more than 15rammed, watered and consolidated etc., complete complying with standard specification.

M3 1 M3

M3 1 M3

Supplying and filling in foundation and basement with filling well gravel in layers of not more thawell rammed, watered and consolidated etc., complete complying with standard specification.

M3 1 M3

M3 1 M3

Random rubble masonry in cement mortar 1:5 ( one cement and five sand ) using hard graniteand bond stones for foundation and basement etc., with simultaneous flush pointing complete cstandard specifications.

M3 1 M3

M3 1 M3

M3 1 M3


10/130

Quantity Description Rate Per AmSl.No.

6.

9 Cost of 40mm HBG stone jelly 696.50 6268.50

4.50 Cost of cement mortar 1.5 1720.47 7742.11




Total 19056.91

Rate Rs. 1905.70

7.






Total 19056.91

Rate Rs. 1905.70

8.

1300 Nos Country bricks of size 8.3/4"x4.1/4"x2.3/4" 3062.00 1000 nos 3980.60

0.708 cement mortar 1:3 2677.92 1895.96





Total 7413.56

a) Foundation & Basement = 2618.15

9.

1300 Nos Country bricks of size 8.3/4"x4.1/4"x2.3/4" 3062.00 1000 nos 3980.60

0.708 cement mortar 1:5 1720.47 1218.09





Total 6735.69


Cement Concrete 1:5:10 (One Cement, Five sand and Ten hard broken stone jelly) using 40 mbroken granite stone jelly for foundation including dewatering wherever necessary and laid inmore than 15 cm thick, well rammed, consolidated and curing etc. complete complyingspecification

M3 1 M3

M3 1 M3

Cement concrete 1:5:10 (one cement, five sand and ten stone jelly) using 40mm gauge hard bstone jelly for flooring including laying in alternate bays, consolidating, rendering the top surtake the floor finish and curing etc., complete complying with standard specification.

M3 1 M3

M3 1 M3

Brick work using kilnburnt country bricks of size 8''x4"x2'' in Cement Mortar 1:3 (oneThree sand) including neat finishing,curing etc, complete complying with standard specification.

M3 1 M3

Brick workusing kilnburnt country bricks of size 8''x4"x2'' in Cement Mortar 1:5 (one cesand) including neat finishing,curing etc, complete complying with standard specification.

M3 1 M3


11/130


b) For Ground floor = 2378.75 +20.35= 2399.10

10.

SUB DATA FOR B.W. 1 : 31300 Nos Country bricks of size 8.3/4"x4.1/4"x2.1/4" 3062.00 1000 nos 3980.60

0.708 cement mortar 1:3 2677.92 1895.96





Total 7413.56


b) For Ground floor = 2618.15 +20.35= 2638.50

a. in Ground floor 10.80cm Thick

1.080 Brick work 1:3 2638.50 2849.581.00 Nos Mason I class 243.00 Each 243.00

3092.58

Rate Rs. 309.25

11

0.14 Cement mortar 1:4 2079.51 291.13

1.00 Kg Water proofing compound 35.00 1 Kg 35.00


0.50 Nos Mazdoor I class 153.00 Each 76.501.10 Nos Mazdoor II class 138.00 Each 151.80

Ttoal 821.73

Rate Rs. 82.15

12.

SUB-DATA

98.50 RM Casurina props 10 cm to 13cm dia @ 75cm C/c for one use 17.50 1 RM 1723.75

344.75

0.30 Nos Carpental I class 237.00 Each 71.10


L.S. Sundries L.S. 10.75

472.50

MAIN DATA10 Centering rate 300.00 3000.00

10 Deduct shuttering charges 472.50 472.50

Total 2527.50

Rate Rs. 252.75

Brick partition wall using kilnburnt country bricks of size 8"x4"x 2"in Cement Mortar 1:3and three sand) including fixing hoop iron reinforcement if found necessary, laying, finishing ancomplete as directed by the departmental officers. (Cost of hoop iron reinforcement will be paid se

M3 1 M3

M3 1 M3

Damp proof course in cement mortar 1:4(one cement and four sand ) 12mm thick for brickmixed with water proofing compound conforming to I.S. at 2% by weight of cement used ecomplying with standard specification.

M3 1 M3

Supplying and erecting steel shuttering including necessary supports for plane surfaces in fobasement for reinforced cement concrete works such as column footing, plinth beam, grade beastep, bed block etc. which require only normal strutting using M.S. sheets of size 90cm x60cm Bstiffened and welded with mild steel angles of size 25mm x 25mm x 3mm for boarding laid over silof size 10cm x 6.50cm spaced at about 90 cm centre to centre and supported by the casurina pro

13cm dia spaced at 75cm centre to centre at suitable intervals etc. complying with standard(The payment for centering shall be made only after the concrete is laid).

M2 1 M2

M2 10 M2


12/130


13/130


14.

9 Cost of 20mm machine crushed stone jelly 938.50 8446.50

4.50 Sand for mortar 248.40 1117.80

3231 Kg Cost of Cement 4986.70 1 MT 16112.03

3.50 Nos Mason II class 218.00 1 No 763.00

21.20 Nos Mazdoor I class 153.00 1 No 3243.60

35.30 Nos Mazdoor II class 138.00 1 No 4871.40

10 Vibration Charges 29.20 292.00

Total 34846.33

a) Foundation & Basement = 3484.60b) For Ground floor = 3484.60 +30.60= 3515.20

15.

SUB-DATA for RCC 1:2:4

9 Cost of 20mm machine crushed stone jelly 938.50 8446.50

4.50 Sand for mortar 248.40 1117.80

3231 Kg Cost of Cement 4986.70 1 MT 16112.03

3.50 Nos Mason II class 218.00 1 No 763.0021.20 Nos Mazdoor I class 153.00 1 No 3243.60

35.30 Nos Mazdoor II class 138.00 1 No 4871.40

Total 34554.33

Rate Rs. 3455.40

SUB-DATA

Wrought and put up

4.50 Nos Carpenter I class 237.00 1 No 1066.50

13.20 Nos Carpenter II class 218.00 1 No 2877.60


Total 5290.50

(a) 50mm thickConsider a slab of size 1.20 x 0.50m

C.W. Required

0.0048 Cost of scantling upto 4m length 22680.00 108.86

0.0048 Labour charges for wrought and put up 3889.60 18.67

Nails 0.45

127.98

For one use = 25.60

1.00 Nos Cost of mould 25.60 1 Use 25.60

0.030 Cost of RCC 1:2:4 3455.40 103.66

L.S. For neat finishing etc., L.S. 1.37

Total 130.63

Rate Rs. 217.70

Cement Concrete 1:2:4 (One Cement, Two sand and Four hard broken stone jelly) using 20 mbroken granite stone jelly for all RCC item of works excluding cost of reinforcement grill, fabriccentering and shuttering but including laying, vibrating with mechanical vibrator, finishing, cuproviding fixtures like fan clamps in the RCC floor/roof slab wherever necessary and bearing surbeam etc. shall be finished smooth with cement mortar 1:3 (One Cement and Three Sand) and krover it without claiming extra as directed by the deparmental officers etc., complete complying wit

M3 1 M3

M3 1 M3

M3 1 M3

Cement concrete 1:2:4 ( One cement, Two sand and Four aggregate ) using hard broken grprecast reinforced cement concrete slab of following thickness excluding cost of Reinforceincluding moulding, finishing curing and fixing in position etc., complete complying with standard s

M3 1 M3

M3 1 M3

(1.30 + 0.60) x 2 = 3.80 x 0.050 x 0.025 = 0.0048 M3

M3 1 M3

M3 1 M3

M3 1 M3


14/130


16.

STEEL

1 Qtl Cost of M.S. / R.T.S. Rods 39686.70 1 Qtl 3968.67

1 Cost of Binding Wire 34.50 1 Kg 34.503.50 Nos Fitter I class 154.00 Each 539.00

4542.17

Rate Rs. 4542.15

17.

SUB-DATA

Wrought and put up

4.50 Nos Carpenter I class 176.00 1 No 792.0013.20 Nos Carpenter II class 160.00 1 No 2112.00


Total 3889.60

(b) Cost of mould

0.04075 C.W. scantling upto 4.00 M 22680.00 924.21

3.50 M C.W. Reeper (0.05 x 0.025) 23.00 80.50

0.04075 Labour charges for wrought and put up (100% ext 3889.60 317.00

for cutting the required depth the required design)

1321.71

For one use = 264.30

Cost of Jolly

Try of concrete required Assuming 60% soild volume of C.C.1:2:4

1.00 Nos Cost of Mound (1 use) 264.30 1 No 264.30

0.0216 Cost of RCC 1:2:4 3455.40 74.64

L.S. Sundries of neat finishing and fixing in position etc., L.S. 1.03

Total 339.97

Rate Rs. 472.15

18.



1.80 Mason II class 218.00 392.40

17.70 Mazdoor I class 153.00 2708.10

14.10 Mazdoor II class 138.00 1945.80

Total 30929.06

Rate Rs. 3092.90

Supplying, fabricating and placing in position M.S. or R.T.S. reinforcements grill for RCC wodesign given including cost of steel and black binding wire etc., complete complying with standard(The contractor will have to make his own arrangements for the supply of MS plain rod / RTS r

M3

Cement concrete 1:2:4 (one cement, two sand and four aggregate) using 20 mm hard broken gprecast reinforced cement concrete jolly 50mm thickexcluding cost of reinforcement grillmoulding, finishing curing and fixing in position etc., complete complying with standard specificati

M3 1 M3

1 M3

M3 1 M3

1.20x0.60x0.05x60/100 = 0.216 M3

M3 1 M3

Plain cement concrete 1:2:4 (One Cement, Two sand and Four hard broken stone jelly) using

metal for wearing coat including laying, consolidating, finishing and curing etc., complete costandard specification as directed by the departmental officers.Foundation and basement

M3 1 M3

M3 1 M3

M3 1 M3

M3 1 M3

M3 1 M3


15/130


19.

9 Cost of 10 to 12 mm Jelly 768.00 6912.00

4.50 Cement mortar 1:2 3874.72 17436.26




Ttoal 29394.56

Rate Rs. 2939.45

25mm thick

0.03 C.C. 1:2:4, 10 to 12mm size chips 2939.45 73.49

L.S. Add sundries for finishing cutting etc., L.S. 1.54

Ttoal 75.03

Rate Rs. 75.00

20.

12.80 Broken Brick jelly 20mm gauge 532.25 6812.80

5 Lime Stone 815.40 4077.00

1.80 Nos Mason I class 243.00 Each 437.4017.70 Nos Mazdoor I class 153.00 Each 2708.10


Ttoal 15981.10

Rate Rs. 1598.10

21.

Sub Data - Pointing with cement mortar 1:3

0.04 Cost of cement mortar 1:3 2677.92 107.12

0.384 Kg Imperme Powder 35.00 1 Kg 13.44




Ttoal 828.46

Rate Rs. 82.85

Providing Granolithic floor finish of 25mm thickness with plain Cement Concrete 1:2:4 (Onesand, and four stone jelly) using 10mm to 12mm hard broken stone jelly and the top surface shsmooth in all floors, finishing, threading and curing etc., complete complying with standard specific

M3 1 M3

M3 1 M3

M3 1 M3

Weathering course concrete with broken brick jelly of 20mm gauge in pure slacked lime (nadded) over roof slab proportion of brick jelly to lime being 32 to 12.5 by volume and laid over inand consolidated to the required designed and finished thickness by beating the concrete with wof approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water WatKaddukka powder asper standard specifications and as directed by the departmental officers.

M3 1 M3

M3 1 M3

Finishing the top of roof with one course of approved first quality Machine Pressed T230mmx230mmx20mm thick laid in Cement Mortar 1:3 (one cement and three sand) 12mm thiwater proofing compound conforming to Indian standard as approved by the departmental officweight of cement used and the joints pointed neatly to full depth of tiles with the same mortar mwater proofing compound and red oxide etc. complete complying with standard specification.

M3 1 M3


16/130


MAIN DATA

189 Nos Pressed tiles of size 23cmx23cmx2cm 10382.93 1000 Nos 1962.37

0.12 Cost of cement mortar 1:3 2677.92 321.35

1.152 Kg Imperme Powder 35.00 1 Kg 40.32

10 Pointing with cement mortar 1:3 82.85 828.46

1.10 Nos Mason I class 243.00 Each 267.302.10 Nos Mason II class 218.00 Each 457.80



Ttoal 4366.00

Rate Rs. 436.60

22.

250 Nos Cost of ceramic tiles 13.50 1 No 3375.00

0.21 Cement mortar 1:3 2677.92 562.36

3 Kg Colour cement 22.00 1 Kg 66.00


1 No Mason II class 218.00 Each 218.00

0.50 No stone cutter I class 187.00 Each 93.50

1 No Mazdoor I class 153.00 Each 153.00

1 No Mazdoor II class 138.00 Each 138.00

0.50 Kg Cotton waste 8.00 1 Kg 4.00

Ttoal 4901.46

Rate Rs. 490.15

3

23.

10 Cost of Vertified Tiles 1076.00 10760.00

0.21 Cement mortar 1:3 2677.92 562.36

6 Kg Colour cement 22.00 1 Kg 132.001.20 Nos Mason I class 243.00 Each 291.60


0.50 No Stone cutter I class 187.00 Each 93.50

1.00 No Mazdoor I class 153.00 Each 153.00

1.00 No Mazdoor II class 138.00 Each 138.00

0.50 No Cotton waste 8.00 Each 4.00

250 gm Adhesive Solution 30.00 100gm 75.00

Ttoal 12427.46

Rate Rs. 1242.75

M3 1 M3

M2 1 M2

Paving the floor with Plain Ceramic tiles of size 200x200x6mm (Non Slippery) in all floors oveof Cement Mortar 1:3 (One cement and three sand) 20mm thick and pointed with white cemecolouring pigments at the rate of 0.3 Kg/sq.m including finishing neatly and curing, etc. complewith standard specificiation and as directed by the departmental officers.

M3 1 M3

Supplying and Paving the floor with Designed Vertified tiles joint free of approved quali(Colour/Shade shall be got approved by the Departmental officers concerned) of size 600x60 floors over a base layer of cement mortar 1:3 (One cement and three sand) 20mm thick laidalignment and pointed with white cement slurry Mixed with colouring pigments including adhesivfixed in position without any air gap in between the vertified tiles and joint free etc. complete cstandard specification and as directed by departmental officers.

M2 1 M2

M3 1 M3


17/130


24.

10.50 Cost of Kotta Stone 440.00 4620.00

0.21 Cement Mortar 1:3 2677.92 562.36

64 Kg Cement Slurry 4.99 /Kg 319.15

3 Nos Mason I Class 243.00 Each 729.00

1.25 Nos Mason II Class 218.00 Each 272.50

5 Nos Mazdoor I class 153.00 Each 765.00

4 Nos Mazdoor II class 138.00 Each 552.00

1 day Hire charges for polishing Machine 125.00 /day 125.00

1.10 Nos Floor polisher 188.00 Each 206.80

2 units Electricity 6.00 /unit 12.00

0.50 Kg Cotton Waste 8.00 /Kg 4.00

L.S. Sundries for Polishing Stone L.S. 16.06

Ttoal 8183.87

Rate Rs. 818.40

25.

Pointing with C.M. 1 :3

0.01 Cement mortar 1:3 2677.92 26.78




Ttoal 603.88

MAIN DATA

10.50 Cuddapah Slab 286.00 3003.00

0.21 Cement mortar 1:3 2677.92 562.36

10 Pointing with C.M. 1 :3 603.88 603.88





Ttoal 5382.74

Rate Rs. 538.25

26.

167 Nos Cost of colour glazed tile 21.00 1 No 3507.00

0.10 Cement mortar 1:2 3874.72 387.47

4 Kg Colour cement 22.00 1 Kg 88.00

1.10 Nos Mason I class 243.00 Each 267.304.10 Nos Mason II class 218.00 Each 893.80



Ttoal 6012.07

Paving the floor with Kotta stone slab of best approved quality of size 600x600x20mm anmachine cut edges in C M 1:3 (One cement and three sand) 20mm thick base above the existingand pointed with same cement mortar and rubbed smooth polishing with polishing stone ecomplying with standard specifications. (Excluding cost of base concrete )

M2 /M2

M3 /M3

Paving the flooring with prepolished cuddapha slabs of best approved quali600mmx600mmx40mm in cement mortar 1:3(One cement and three sand) 20 mm thick baexisting bed concrete and pointed with same cement mortar 1:3(One cement and three sand)mixoxide and rubbed smooth etc., complete complying with standard specification including polishingdegree [excluding cost of base concrete]

M3 1 M3

M2 1 M2

M3 1 M3

M2 10 M2

Dadooing the sides of walls with approved best quality of Plain colour glazed tiles of size 20 for required height and set in cement mortar 1:2 ( One cement and two of sand ) 10 mm thick andwhite cement mixed with colouring payment at 4 kg / 10 m2 neatly in all floors and fixing in positietc. complete Complying with standard specifications. (The tiles should be got approved by theofficers before execution of works).

M3 1 M3


18/130


Rate Rs. 601.20


19/130


27.

450 Nos Cost of green glazed tile 8.00 1 No 3600.00

0.10 Cement mortar 1:2 3874.72 387.474 Kg Colour cement 22.00 1 Kg 88.00





Ttoal 6105.07

Rate Rs. 610.50

28.

2

0.495 Adanga Marble Slab 775.00 383.63

LS Labour for cutting, Fixing, Cement mortar etc., LS 88.65

472.28

Rate Rs. 944.55

29.

0.14 Cement mortar 1:5 1720.47 240.87




Ttoal 736.47

Rate Rs. 73.65

30.

0.10 Cement mortar 1:3 2677.92 267.79




Ttoal 855.19

Rate Rs. 85.50

Dadooing the sides of walls with approved best quality of green glazed tiles of size 150x1required height and set in cement mortar 1:2 ( One cement and two of sand ) 10 mm thick andwhite cement mixed with colouring payment at 4 kg / 10 m2 neatly in all floors as directed. Costandard specifications. (The tiles should be got approved by the departmental officers beforeworks).

M3 1 M3

Supplying and Fixing marble slab for lab working platform of 25 mm thick of 600 mm width amm width on edges to curve and fixing with cement mortar 1:2 ( One cement and Two sandismantling the existing wall and fixing the slab in position including cement slurry etc., complwith standard specifications.

Area : 600 + 500x 900 = 0.495 M2

M2 / M2

Plastering with Cement Mortar 1:5 (One cement and Five sand), 12 mm thick in all flofinishing neatly curing etc. complete complying with standard specification.

M3 1 M3

Special ceiling plastering and finishing the exposed surface of RCC items of work such asunshade, facia, canopy slab, staircase waist slab, landing slab etc. with Cement Mortar 1:3 (On Three Sand) 10 mm thick including hacking the surfaces and providing Cement Mortar nosingsunshade, staircase, step, landing slab neat and finishing and curing, etc., complete in all floors cstandard specification

M3 1 M3


20/130


31.

0.14 Cement mortar 1:3 2677.92 374.91



Ttoal 870.51

Rate Rs. 87.05

32.

0.22 Cement mortar 1:3 2677.92 589.14

2.110 Kg Water proofing compound 35.00 Kgs 73.85

2.20 Nos Mason I class 243.00 Each 534.600.50 Nos Mazdoor I class 153.00 Each 76.50


Ttoal 1715.69

Rate Rs. 171.55

33.

(a) 110mm dia

3 RM Cost of 110mm dia PVC pipe 147.00 1 RM 441.00

1x3/3.9 No Cost of 110mm dia PVC Shoe 63.00 Each 48.46

1x3/3.9 No Cost of 110mm dia PVC Bend 78.50 Each 60.38

2.00 Nos Clamp 110mm dia 10.00 Each 20.00

4.00 Nos T.W. Plugs 1.00 Each 4.00

1.00 No Plumber I class 211.00 Each 211.00

1x3/3.9 No Gratings. 22.00 Each 16.92

Ttoal 801.77

Rate Rs. 267.25

34.

0.05 Shell lime 979.00 48.95

1.10 No Mason II class 243.00 Each 267.30



L.S. Sundries for Brush etc., L.S. 3.80

Ttoal 628.15

Rate Rs. 6.30

Plastering with Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick including finietc., complete in all floors complying with standard specification and as directed by the departmen

M3 1 M3

Plastering with Cement mortar 1:3 (One of Cement and Three of Sand) 20mm thick mixeproof compound conforming to I.S. at 2% by weight of cement used in all floors complyingspecificaitons.

M3 1 M3

Supplying and fixing in position best approved of ISI quality of the 110mm diameters of PVdown fall pipes having a working pressure of 4 Kg./sq.cm including cost of necessry PVC shoe, Pgratings of required diameter and special clamps, brass screws, nails, etc. and fixing of cast irjunction of parapet and the RCC roof slab including finishing neatly etc. complete. The rate shall bcost of removable iron grating. The PVC pipe shall be fixed in wall with special type of clamps. S

"U" clamp at the centre of the pipe line shall be fixed in addition to those for more than 3.0complying with standard specification.

White washing one coat using freshly burnt shell lime in all floors. Fevical type gum or blue aquantity of approved blue powder should be added in the preparation of white wash. The rate shaof lime and other materials brushes, scaffolding charges etc., complete complying with standard sp

M3 1 M3


21/130



22/130


35.

0.07 Shell lime 979.00 68.53




L.S. Sundries for Brush etc., L.S. 3.80

Ttoal 870.23

Rate Rs. 8.70

36.

SUB DATA

0.81 Kg Cost of Distember Primer 65.00 Kg 52.65

0.27 Nos Painter I class 196.00 Each 52.92


Ttoal 142.83

SUB DATA

1.34 Kg acrylic Distember 78.50 Kg 105.19

0.50 Nos Painter I class 196.00 Each 98.00



L.S. Sundries L.S. 6.60

Ttoal 396.69

MAIN DATA1 Rate for Distember Primer 14.28 14.28

1 Rate two coats distember 39.67 Each 39.67

Ttoal 53.95

Rate Rs. 53.95

37.

Primer

1.80 Kg White Cement 19.95 Kg 35.910.25 No Painter I class 196.00 Each 49.00



10 M2 Cleaning the plasted surface 1.25 /m2 12.50

190.86

Cement Paint

3.00 Kg Cement Paint 46.00 Kg 138.00

0.50 No Painter I class 196.00 Each 98.00



L.S. Sundries for brush, Scaffolding, etc., L.S. 7.15

Ttoal 620.91

Rate Rs. 62.10

White washing two coat using freshly burnt shell lime in all floors. Fevical type gum or gluequantity of approved blue powder should be added in the preparation of white wash. The rate shaof lime and other materials brushed, scaffolding charges etc., complete complying with standard s

M3 1 M3

Supplying and painting the new plastered surface with two coats of ready mixed Acrylic Distemof Ist quality over one coat of priming coat for plastered surface including cleaning preparing thcomplete. complying with Standared specification. The paint should be got approved by the Execubefore use on work.

M2 1 M3

M2

Painting the external wall with Two coats of best approved quality of cement paint over a prwhite cement paint over cement surface walls as directed by the Executive Engineer inclupreparation of surface etc., complete complying with standard specification. The cement paintapproved by the Executive Engineer before use on works.


23/130


38.

2.22 Litre Ready mined enamel paint 210.00 Litre 466.20

1.10 Nos Painter I class 196.00 1 No 215.60

L.S. Sundries for Brush etc., L.S. 3.70Ttoal 685.50

Rate Rs. 68.55

39.

1.44 Litre Cost of wood primer 136.00 Litre 195.84

2.55 Litre Synthetic enamel paint 210.00 Litre 535.50

1.90 Nos Painter I class 196.00 1 No 372.40L.S. Sundries for Brush etc., L.S. 7.30

Ttoal 1111.04

Rate Rs. 111.10

40

Rate Rs. 388.50

41.

Local Rate approved by C.E(B) Rate Rs. 3255.00

Painting new iron workfor doors, windows and ventilators using iron bars, window, grills weld mopen courtyard entrance gate etc., with two coats synthetic enamel paint of approved quality anthe existing priming coat in all floors. The rate is inclusive and scaffolding charges etc., complwith standard specifications.

Painting new wood workwith two coats of best approved synthatic enamel paint over a primiwood primer including cost of primer etc., complete in all floors. The rates shall inclusive ofbrushes, scafodling charges labour etc., complete complying with standard specifications. The pgot approved by the Exe. Engr., before use on work.

Supplying and fixing inposition C.R.C.A.pressed steel doors frame as per I.S.4351/1976 of sizwith 35x12mm rebate on all sides with 1.25mm thick (18 gauge) sheet frames special profile extincluding bottom tie hold faste at appropriate places and provision to fix aldrops tower bolts histrike plate etc.The door frame inner shall be packed with CC 1:2:4 using 12mm guage HBG stone jfixing the door frames inposition and dimantling the masonry and concrete wherever necessary an

same original condition after fixing including scaffolding charges and labour charges and doorgiven one coat of zinc choromate yellow primer etc. Complete complying with standard specificshall inclusive of all materials, labour, transportation, loading, unloading, handling, charges etc.materials should be got approved by the Exe. Engineer before use on works.

Chief Engineer (Buildings) approved LocalRate

Supplying and fixing FRP door frames of size 95x50mm and FRP flush type shutter of over alshutters 35mm with two core filling eigther with agro based materials or with fiber proof firm inweight and with quality seasoned and treated hard wood cleats wherever found necessary for fifittings and with necessary rebate for hinges with colour pigments and casing good quality fiber gl

G.F. resine thickness of F.R.P. being 3mm with fiber glass matt resin at 1:2 ratio by weight. Tmaterials should be got approved by the Executive Engineer before use on work.


24/130


42

0.75 No Carpenter I class 237.00 Each 177.75

0.75 No Carpenter II class 218.00 Each 163.50




608.50

Door size 1.00 M x 2.10 M

Shutter Area = 0.90 x 2.05 = 1.85M.D.F. Board = 0.90 x 2.05 = 1.85

Add 10% Wastage 0.19

2.04

MAIN DATA

2.04 MDF Board 35mm thick 1470.00 2998.80

1.85 Labour Charges 608.50 446.72

Furnitures

3 Nos Aluminium Hinges (125mm) 60.50 Each 181.50

1 No Aluminium Aldrop 250 x 16mm 137.50 Each 137.50

1 No Aluminium Tower Bolt 150 x 12 mm 44.00 Each 44.00


2 Nos Aluminium Handle (150mm) 44.00 Each 88.00

1 No Door Stopper 38.50 Each 38.50

L.S. Screws, nails, Dismantling, redoing, etc., L.S. 59.48

Total 4050.00

Rate Rs. 2189.20

43.




0.75 No Mazdoor II class 138.00 Each 103.500.25 No Painter I class 196.00 Each 49.00

608.50

Supplying and fixing of MDF Door shutter, Medium density fibre board of exterior gradeconforming to I.S.12406\1989 with 35x12mm T.W. lipping on all edges with necessary adhesive anincluding fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish, fothinner colouring agent etc, and aluminium anodised 125mm size hinges 3 nos best qualityanodised fittings of 200 mm, tower bolt 1 no 150mm tower bolts 1 nos, 250mm aldrops 16mm125mm long handle 2 nos 40mm dia nylon bush 1no, door stoper 1 No shall be provided. The racost of fevical and fixing charges, transportation, loading, unloading and all other incidental cha

charges etc., complete complying with standard specification. The sample of materials and fittigot approved by the Engineer-in-charge before use on works. (Single leaf )

Labour for 2.52 M2

M2

M2

M2 / M2

M2 / 2.52M2

Supplying and fixing Medium density fibre board door of exterior grade 35mm thick shutterI.S. 12406/1989 with external teak wood lipping of size 35x12mm on all edges with necessry adhScrews, including fixing for aldrop, tower bolt, hinges and lock strike plates, putty, fevical, painwood lipping etc., and including the cost of alumnium hinges 125x30mm size - 6 Nos. aluminium a250x16mm 1No , Aluminium tower bolt of size 250x12mm -2 No , tower bolt of size 200x12mmaluminium handle of size 200mm -2 No , aluminuim door stopper with Nylon bush - 2 No . shall bealuminium furniture fittings are to be anodised with matt finish under electrically controlledaccordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microninclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidhandling charges, etc., complete complying with standard specification. ( Double leaves )

Labour for 2.52 M2


25/130



Shutter Area = 1.40 x 2.05 = 2.87

M.D.F. Board = 2 x 0.70 x 2.05 2.87


3.16

MAIN DATA

3.16 MDF Board 35mm thick 1470.00 4645.202.87 Labour Charges 608.50 693.01

Furnitures

6 Nos Aluminium Hinges (125x30mm) 60.50 Each 363.00

1 No Aluminium Aldrop 250 x 16mm 137.50 Each 137.50



2 No Aluminium Handle 49.00 Each 98.00

2 No Door Stopper 38.50 Each 77.00

L.S. Screws, nails, Dismantling, redoing, etc., L.S. 123.79

L.S. Rebate cutting L.S. 125.00

Ttoal 6450.00

Rate Rs. 2247.40

44






608.50


Shutter Area = 1.70 x 2.05 = 3.49

M.D.F. Board = 3.49 x 1/3 = 1.16


1.28

Grill Area = 2.33 M2 x 25 Kg = 59.00 Kg

Glass Area 2.33


2.80MAIN DATA

1.28 MDF Board 35mm 1470.00 1881.60

1.16 Labour Charges 608.50 280.10

59 Kg Grill 54.00 / Kg 3186.00

2.80 Glass 336.00 940.80

6 Nos Aluminium Hinges 60.50 / Each 363.00

2 Nos Aluminium Tower Bolt 200 x 12 mm 55.50 / Each 111.00

2 Nos Aluminium Tower Bolt 150 x 12 mm 44.00 / Each 88.00

1 No Aluminium Aldrop 250 x 16 mm 137.50 / Each 137.50

4 Nos Aluminium Handle 49.00 / Each 196.00

2 Nos Door Stopper 38.50 / Each 77.00

LS Screws, nails, Dismantling, redoing, Conveyance, LS 221.56

Ttoal 7482.56

Rate Rs. 2144.00

M2

M2

M2

/ M2

M2 / 2.52M2

Supplying and fixing ofSteel grill with MDF Door shutter for entrance door, the bottom of1/3of medium density fibre borad of exterior grade 35mm thick conforming to I.S.12406\1989 with 3lipping on all edges with necessary adhesive and C.P.Screws, and top 2/3 portion M.S. grill at 25

Labour for 2.52 M2

M2

M2

M2

M2 / M2

M2 /2.52 M2

M2 / M2


26/130


45.

a. Glazed Windows - Two Leaves

Size 1.20m x 1.30m = 1.56 m2

Labour Charges

0.40 Nos Carpenter I class 237.00 /Each 94.80

0.33 Nos Stone Cutter I class 187.00 /Each 61.71

0.75 Nos Mason I class 243.00 /Each 182.25

0.75 Nos Mazdoor I class 153.00 /Each 114.75

453.51

Z Section for frame - 2 x (1.20 + 1.30) x 1.419 = 7.10

J Secion - 1 x 1.28 x 2.28 = 2.92

10.22

Glazing T Section - 2 x 3 x 0.50 x 1.036 = 3.11

23.35

5% Wastage = 1.17

24.52Kg

T.W. Beading - 2 x 4 x (2 (0.50 + 0.32) = 13.12

5% Wastage = 0.66

13.78Rm

Squ. Rod = 12 x 1.20 x 1.13 = 16.27

16.27Kg

Glass - 2 x 4 x 0.50 x 0.32 = 1.28

10% Wastage = 0.13

1.41 m2

MAIN DATA

24.52 Kg Special Section 57.50 /Kg 1409.90

16.27 Kg Square Rod 40.00 /Kg 650.8016.27 Kg Labour Charges for fixing rod 9.30 /Kg 151.31

1.41 Glass 3mm 210.00 296.10

13.78 Rm Teakwood beading 15 x 12mm 12.50 /Rm 172.25

1.56 Labour charges for glass fixing, T.W.beading fixing 453.51 544.21

1.56 Red Oxide Primer 31.00 48.36

2 Nos Window Stay 15.00 30.00

4 Nos Hold faste 20.00 80.00

4 Nos Hinges 20.00 80.00

2 Nos Handle 20.00 40.00

L.S. Conveyance, Scaffolding, dismantling, redoing, L.S. 98.07

Handling etc.,

Ttoal 3601.00

Rate Rs. 2308.30

Supplying and fixing in position ofglazed steel window with pin headed glass 3 mm with teakopenable shutters frame, made out of steel section conforming to I.S.7452 / 1990. The frame sectof ' Z ' section ( F.7D ) of size 33 x 22 x 3mm. The mullions are made out of (F.4.B) 'J' section ofmm and conforming to IS. 7452/1990.The shutters are individual and each of them can be operateSash bars are made of T. Section ( T 2 ) of size 25 x 22 x 3mm 2 Nos of sturdy hinges and one numcum latch of special type are fixed for each openable shutter. Suitable opening is left for its easy o

number of window adjustable string with fixing brackets of sufficient length are provided for each sof 40x40x3 mm angle hold faste 230 mm length are welded with the frame at appropriate point anbars of 12mm is welded to the inner face of the windows at equal intervals not exceeding 10cmshutters are made of 3mm thick pin headed glass used for glazing with good quality and fixed witteakwood beading. The shutter are to open out side.All the sections are given with one coat of red oxide primer etc., complete complying with standardspecification. The sample of materials and fittings shall be got approved by the departmental officuse on work. (The rate shall inclusiveof cost of all materials labour charges one coat of primer, welcharges, including cost of welding electrodes, transportation to site work, loding, unloading and allincidental charges etc., complete

Z Section for Shutter - 2 (0.57 + 1.26) x 2 x1.419 =

m2 /m2

m2 /1.30m2

m2 /m2

/m2

/m2

/m2

/m2


27/130


b. Glazed Windows - Three Leaves

Size 1.50m x 1.30m = 1.95 m2

Labour Charges

0.40 Nos Carpenter I class 237.00 /Each 94.800.33 Nos Stone Cutter I class 187.00 /Each 61.71

0.75 Nos Mason I class 243.00 /Each 182.25

0.75 Nos Mazdoor I class 153.00 /Each 114.75

453.51

Z Section for frame - 2 x (1.50 + 1.30) x 1.419 = 7.95

J Secion - 2 x 1.28 x 2.28 = 5.84

14.73

Glazing T Section - 3 x 3 x 0.42 x 1.036 = 3.92

32.44

5% Wastage = 1.62

34.06KgT.W. Beading - 3 x 4 x (2 (0.42 + 0.32) = 17.76

5% Wastage = 0.89

18.65Rm

Squ. Rod = 12 x 1.50 x 1.13 = 20.34

20.34Kg

Glass - 3 x 4 x 0.42 x 0.32 = 1.61

10% Wastage = 0.32

1.93 m2

MAIN DATA


20.34 Kg Square Rod 40.00 /Kg 813.60

20.34 Kg Labour Charges for fixing rod 9.30 /Kg 189.16

1.93 Glass 3mm 210.00 405.30

18.65 Rm Teakwood beading 15 x 12mm 12.50 /Rm 233.13



3 Nos Window Stay 15.00 45.00

4 Nos Hold faste 20.00 80.00

6 Nos Hinges 20.00 120.00

3 Nos Handle 20.00 60.00


Handling etc.,

Ttoal 4800.99

Rate Rs. 2462.00

Z Section for Shutter - 2 (0.47 + 1.26) x 3 x1.419 =

m2 /m2

m2 /1.30m2

m2 /m2

/m2

/m2

/m2

/m2


28/130


46.

Z Section for Frame - 2 x (0.90 + 0.60) x 1.419 = 4.26

J Section - 1 x 0.60 x 2.28 = 1.37

5.39

Glazing T Section - 2 x 0.38 x 1.036 = 0.79

11.81

5% Wastage = 0.59

12.40Kg

Glass - 0.41 x 0.54 x 2 = 0.44

10% Wastage = 0.04

0.48

T.W. Beading - 2 x 2 x (0.38 + 0.27) 2 = 5.20

5% Wastage = 0.26

5.46 RM

Square rod : 0.90 x 5 x 1.13 = 5.09

5% Wastage = 0.25

5.34 Kg

MAIN DATA


5.34 Kg Square rod 40.00 /Kg 213.60

5.09 Kg Labour charges` 9.30 /Kg 47.34

0.48 Glass 3mm 210.00 100.80

5.46 Rm Teakwook beadin 15 x 12mm 12.50 /Rm 68.25



2 Nos Stay Hook 15.00 /Each 30.00

2 Nos Hold faste 20.00 /Each 40.00

4 Nos Hinges - 120x30mm 20.00 /Each 80.00

2 Nos Handle - 200mm Long 20.00 /Each 40.00


Handling etc.,

Ttoal 1600.00

Rate Rs. 2962.95

Supplying and fixing in position glazed steel ventilator with openable shutters frames and shuttout of steel section conforming to IS 7452 / 1990.The outer frame made out of ' Z ' sec [F7D] of sizmm conforming to IS 7452/1990. The mullions are made out of [F4B] J section of size 46x2conforming to IS 7452 /1990. The shutters are individual and each of them can be operated sepbars are made of ' T ' Sec [T2] of size 25 x 22 x 3 mm 2 nos of sturdy hinges and one number olatch of special type are fixed are each openable shutter. Suitable opening in left for its easy

member of adjustable strings with fixing brackts of sufficient length are provided for each shutter40 x 3 mm angle hold fast 230 mm length are welded with the frame at appropriate point M.S. Grildesign at 15kg/m2 is welded to the inner face of the ventilator and 3 mm Pin Heded glass is uswith good quality and fixed with 15x12mmteakwood beadings with screws for fixing. The shutterout side. All members are painted with one coat of red oxideprimer etc., complete complying with standard specifications. The rate shall inclusive of all materialabour, for fixing, primer, welding, transportation and all other incidential charges. The sample ofand fittings should be got approved by the Exe. Engineer before use on works. ( Top hung )

ee g aze ven a or o s ze = . x .= 0.54 m2

Z Section for Shutter - 2 x (0.41 + 0.54) x 2 x1.419 =

m2

m2 /m2

m2 /1.30m2

m2 /m2


29/130


47.

As per Schedule of Rate Rate Rs. 54.00

48.

(a) 32mm dia G.I.Pipe

0.55 Nos Stone cutter Ist class 187.00 Each 102.85

1.30 Nos Plumber I class 211.00 Each 274.30

0.15 Nos Plumber II class 196.00 Each 29.40


643.10

Cost for 1 RM 64.31 1 RM 64.31

10.00 gm Shellac 15.75 100 gm 1.58

1.00 Nos Clamp, Plug & Screws 10.50 1 Set 10.50

1.50 Nos Thread Ball 3.15 Each 4.73

1.00 Painting (3.142 x 0.032 x 83.45) 8.39 8.39

1.00 RM Cost of G.I. Pipe 32 mm dia 136.50 1 RM 136.50

Ttoal 226.00

Rate Rs. 226.00

(b) 25mm dia G.I.Pipe






419.80

Cost for 1 RM 41.98 1 RM 41.98

8.33 gm Shellac 15.75 100 gm 1.31



1.00 Painting (3.142 x 0.025 x 83.45) 6.55 6.55


Ttoal 180.49

Rate Rs. 180.50

(c) 20mm dia G.I.Pipe





0.35 Nos Mazdoor II class 138.00 Each 48.30419.80

Supplying and fixing of M.S.grill of approved design for grill gate, grill work to doors and windramp etc., using necessary mild steel flats for inner and outer members which should be fiincluding priming coat of best approved quality red oxide primer etc., complete complyingspecification.

Supplying, fixing and jointing the G.I Pipes of the following sizes of approved quality and varietpipe of ISI standard including fixing of G.I. specials but excluding cost of such specials anthreading pipes but including dismantling masonry or concrete whever necessary and makingdistrubed portion with necessary brick work. Plastering and with scaffolding charges. The pippainted with two coats of good variety and best quality of paint over a priming coat of red oxidecomplying with standard specifications. ABOVE GROUND LEVEL ( External water supply )

M2 1 M2

M2 1 M2


30/130


Cost for 1 RM 41.98 1 RM 41.98

8.33 gm Shellac 15.75 100 gm 1.31



1.00 Painting (3.142 x 0.020 x 83.45) 5.24 5.24

1.00 RM Cost of G.I. Pipe 20 mm dia 89.00 1 RM 89.00Ttoal 152.68

Rate Rs. 152.70

49.

(a) 32mm dia G.I.Pipe




0.30 Nos Painter II class 181.00 Each 54.30

565.15

Cost for 1 RM 56.52 1 RM 56.52

10.00 gm Shellac 15.75 100 gm 1.58

1.50 Nos Thread Ball 3.15 1 Set 4.73

1.80 Nos Gunny Tape 9.45 Each 17.01

4.00 Kg Tar 33.60 Kg 134.401.00 RM Cost of G.I. Pipe 32 mm dia 136.50 1 RM 136.50

Ttoal 350.73

Rate Rs. 350.70

(b) 25mm dia G.I.Pipe





380.00

Cost for 1 RM 38.00 1 RM 38.00

8.33 gm Shellac 15.75 100 gm 1.31



2.50 Kg Tar 33.60 Kg 84.00


Ttoal 251.73

Rate Rs. 251.70

(c) 20mm dia G.I.Pipe

0.85 Nos Plumber I class 211.00 Each 179.350.70 Nos Mazdoor I class 153.00 Each 107.10



380.00

M2 1 M2

Supplying, fixing and jointing the G.I. pipes of the following sizes of approved quality and varietpipe of ISI standard including fixing of G.I. specials but excluding cost of such specials cuttiincluding fixing and laying with required gradient and alignment in excavated trench. The rate shdismantling R.C.C. or masonry work that come in the way and making good of the dismandlednecessary teakwood plugs, clamps, screws white lead, spun yarn etc., including wrapping thequnny bags etc., complete complying with standard specifications. The pipes and specials sapproved by the Executive Engineer before use on works.BELOW GROUND LEVEL ( External water supply )


31/130


Cost for 1 RM 38.00 1 RM 38.00

8.33 gm Shellac 15.75 100 gm 1.31



2.50 Kg Tar 33.60 Kg 84.00


Ttoal 225.23

Rate Rs. 225.20

50.

(a) 32mm dia G.I. Union

1 No 32mm dia G.I. Union 115.00 Each 115.001 No Cutting Charges 4.40 Each 4.40

2 Nos Threading Charges 11.85 Each 23.70

Ttoal 143.10

Rate Rs. 143.10

(b) 25mm dia G.I. Union

1 No 25mm dia G.I. Union 89.00 Each 89.00

1 No Cutting Charges 3.70 Each 3.70


Ttoal 110.30

Rate Rs. 110.30

(c) 20mm dia G.I. Union

1 No 20mm dia G.I. Union 63.00 Each 63.00



Ttoal 74.80

Rate Rs. 74.80

(d) 32mm dia G.I. Elbow

1 No 32mm dia G.I. Elbow 78.50 Each 78.50


2 Nos Threading Charges 11.85 Each 23.70Ttoal 106.60

Rate Rs. 106.60

(e) 25mm dia G.I. Elbow

1 No 25mm dia G.I. Elbow 52.50 Each 52.50



Ttoal 73.80

Rate Rs. 73.80

(f) 20mm dia G.I. Elbow1 No 20mm dia G.I. Elbow 23.00 Each 23.00



Ttoal 34.80

Rate Rs. 34.80

Supplying and fixing the following GI specials of heavy type of approved quality and good varisizes excluding fixing charges, but including cutting and threading of pipes painting two coats sypaint of over one coat of priming coat for the GI specials in case of pipeline above ground level antar in case of pipe line below ground level for both internal and external water supply arrangemenby the departmental officers etc., complete complying with standard specification. GI specialsapproved by the departmental officers before use on work.


32/130


(g) 32mm dia G.I. Tee

1 No 32mm dia G.I. Tee 85.00 Each 85.00



Ttoal 122.00

Rate Rs. 122.00

(h) 25mm dia G.I. Tee




Ttoal 98.25

Rate Rs. 98.25

(i) 20mm dia G.I. Tee


2 No Cutting Charges 2.50 Each 5.003 Nos Threading Charges 3.65 Each 10.95

Ttoal 45.95

Rate Rs. 45.95

(j) 32mm dia G.I. Bend

1 No 32mm dia G.I. bend 60.00 Each 60.00



Ttoal 83.45

Rate Rs. 83.45

(k) 25mm dia G.I. Bend

1 No 25mm dia G.I. Bend 45.00 Each 45.00



Ttoal 62.80

Rate Rs. 62.80

(l) 20mm dia G.I. Bend

1 No 20mm dia G.I. Bend 20.00 Each 20.00



Ttoal 29.80Rate Rs. 29.80

(m) 32mm dia G.I. Coupling

1 No 32mm dia G.I. Coupling 40.00 Each 40.00



Ttoal 63.45

Rate Rs. 63.45

(n) 25mm dia G.I. Coupling

1 No 25mm dia G.I. Coupling 25.00 Each 25.001 No Cutting Charges 3.10 Each 3.10


Ttoal 42.80

Rate Rs. 42.80


33/130


(o) 20mm dia G.I. Coupling

1 No 20mm dia G.I. Coupling 14.00 Each 14.00



Ttoal 23.80

Rate Rs. 23.80

(p) 32mm dia G.I. Nipple

1 No 32mm dia G.I. Nipple 50.00 Each 50.00

1 No Fixing Charges 5.00 Each 5.00

Ttoal 55.00

Rate Rs. 55.00

(q) 25mm dia G.I. Nipple



Ttoal 41.00Rate Rs. 41.00

(r) 20mm dia G.I. Nipple



Ttoal 33.00

Rate Rs. 33.00

(s) 32x25mm dia G.I. Reducer

1 No 32x25mm dia G.I. Reducer 45.00 Each 45.00

0.50 No Cutting Charges (32mm) 3.65 Each 1.83


1 No Threading Charges (32mm) 9.90 Each 9.90


Ttoal 65.63

Rate Rs. 65.65

(t) 25x20mm dia G.I. Reducer




1 No Threading Charges (25mm) 7.35 Each 7.351 No Threading Charges (20mm) 3.65 Each 3.65

Ttoal 38.80

Rate Rs. 38.80

(u) 20x15mm dia G.I. Reducer






Ttoal 27.65

Rate Rs. 27.65


34/130


51.

(a) 32mm dia Gun Metal Gate Valve1 No Cost of 32mm dia Gate valve 700.00 Each 700.00

0.33 No Fitter I class 154.00 Each 50.82

0.33 No Mazdoor I 112.00 Each 36.96

18 gm Shellac 15.00 100 gm 2.70

0.70 No Thread Ball 3.00 Each 2.10

Ttoal 792.58

Rate Rs. 792.55

(b) 25mm dia Gun Metal Gate Valve

1 No Cost of 25mm dia Gate valve 550.00 Each 550.000.25 No Fitter I class 154.00 Each 38.50


10 gm Shellac 15.00 100 gm 1.50


Ttoal 618.90

Rate Rs. 618.90

(c) 20mm dia Gun Metal Gate Valve

1 No Cost of 20mm dia Gate valve 325.00 Each 325.00



10 gm Shellac 15.00 100 gm 1.50


Ttoal 393.90

Rate Rs. 393.90

52.

1 No Cost of Wash Hand Basin 1250.00 Each 1250.00

1 No Plumber I class 154.00 Each 154.00

0.10 No Plumber II class 143.00 Each 14.30

0.50 No Mason I class 179.00 Each 89.50


6 Nos Tapering wooden plugs 1.00 Each 6.00

6 Nos 30mm brass screws 1.00 Each 6.00

10 gm Shellac 15.00 100 gm 1.50

0.25 Nos Thread ball 3.00 Each 0.75

Ttoal 1634.05

Rate Rs. 1634.05

Supplying and fixing in position first quality and approved variety of Gun Metal Gate Valve /heavy type with ISI mark of the following sizes including cost of shellac, thread, including laboucutting and threading of GI pipes as directed by the departmental officers etc., complete costandard specification for both internal and external water supply arrangements. The gate valveshould be got approved by the departmental officers before use on works.

Supplying and fixing in position best quality and approved make of white colour (without Pehand basin of size 550x 400 mm necessary cast iron bracket 15mm dia chromium plated pillar t'B' class G.I. Waste pipe 32mm chromium plated brass waste coupling with rubber plug and chnylon connection etc. complete including fixing the wash hand basin in position including costplugs screws rubber washer, white lead and giving water supply connection, testing for leakage

complying with standard specification. (The wash hand basin should be got approved by the Execubefore use on work)


35/130


53.

1 No Cost of 15mm dia C.P. Brass tap 175.00 Each 175.00



10 gm Shellac 15.00 100 gm 1.500.25 No Thread Ball 3.00 Each 0.75

Ttoal 203.85

Rate Rs. 203.85

54.

1 No Cost of 15mm dia C.P. Brass "L" Handle Tap 225.00 Each 225.00


0.10 No Mazdoor I 112.00 Each 11.2010 gm Shellac 15.00 100 gm 1.50


Ttoal 253.85

Rate Rs. 253.85

55.

1 No Cost of Towel rail (0.6 M length) 200.00 Each 200.00



6 Nos T.W. Plug 1.00 Each 6.00

6 Nos C.P. Screws 2.00 Each 12.00

Ttoal 257.90

Rate Rs. 257.90

56.

1 No Cost of Soap Tray 125.00 Each 125.00


0.10 No Mazdoor II class 101.00 Each 10.102 Nos T.W. Plug 1.00 Each 2.00

2 Nos C.P. Screws 1.00 Each 2.00

Ttoal 155.10

Rate Rs. 155.10

57.

1 No Cost of Mirror 375.00 Each 375.00


0.33 No Mazdoor I class 112.00 Each 36.963 Nos T.W. Plugs 1.00 Each 3.00

3 Nos Brass screws (30x6mm) 1.00 Each 3.00

Sundries 0.24

Ttoal 471.00

Rate Rs. 471.00

Supplying and fixing in position best variety and approved quality heavy type chromium plated (dia screw down tap including cost for cutting and threading of the galvanised iron pipes cotton tetc. complete complying with standard specification.

Supplying and fixing in position best variety and approved quality heavy type chromium plated (dia 'L' Handle tap including cost for cutting and threading of the galvanised iron pipes cotton tetc. complete complying with standard specification.

Supplying and fixing inposition of 20mm dia and 60 cm in length chromium plated brass towel raincluding fixing with necessary T.W. plugs, BCP screws, and dismantling masonry work if necessarthe same to the original condition etc., complete complying with standard specification, ( C.P. Brshould be got approved by the Exe.Engineer before use on works.

Supplying and fixing 150mm x 100mm Brass chormium soap tray heavy type of approvecomplete complying with standard specifications. ( The C.P. Soap tray should be got approveEngineer before use on works )

Supplying and fixing in position best quality Bevelled Edge Mirror of size 600x450mm shnecessary plywood backing rubber buttons brass chromium plated screws, plug etc. complete cstandard specification.


36/130


58.

Labour Charges.

1 Nos Plumber II class 143.00 Each 143.00

3 Nos Mazdoor I class 112.00 Each 336.001 Nos Mazdoor II class 101.00 Each 101.00

580.00

Labour Rate for 1 RM = 19.33 19.33

100mm dia Loose Joint

1.00 RM Cost of Pipe 50.00 /0.6Rm 83.33

1 No Labour Charges 19.33 Each 19.33

L.S. for Sundries 0.30

102.96

Rate Rs. 102.95

59.

1 No Cost of Stoneware Tee 100.00 Each 100.00

Labour for fixing 5.00 L.S. 5.00

Ttoal 105.00

Rate Rs. 105.00

60.

1.00 40mm HBG Metal 696.50 696.50

L.S. Filling Charges L.S. 10.10

Total Rate Rs. 706.60

61.

1.00 20mm HBG Metal 938.50 938.50

L.S. Filling Charges L.S. 10.10


62.

3 RM P.V.C. Pipe 110mm dia 140.00 RM 420.00



1 No PVC cowl 110mm dia 60.00 Each 60.00

20 gm PVC Adhesive 30.00 100/gm 6.00

Ttoal 565.80


Supplying laying and jointing stone ware pipe 100mm dia metre with loose joints including ltrue alignment and gradient and conducting necessary water flow test etc.,complete complyingspecifications.

Supplying and fixing in position ofstone ware tee of 100mm dia metre of approved quality wfixing accessaries etc., complete complying with standard specifications.

Supplying and filling of40mm ISS metal in dispersion trench around the stoneware pipe or in thsoak pit to the required thickness as directed by the departmental officers etc. complete. (Thecost of metal filling etc., complete complying with standard specification.

M3 1 M3

Supplying and filling of20mm ISS metal in dispersion trench around the stoneware pipe or in thsoak pit to the required thickness as directed by the departmental officers etc. complete. (Thecost of metal filling etc., complete complying with standard specification.

M3 1 M3

Supplying and fixing best variety and approved quality ofPVC Ventilating Shaft of 110mm dia aincluding cost of 110mm dia PVC cowl and fixing in position as directed etc, complete complyingspecification. (The PVC pipe and cowl should be got approved from the Executive Engineer before


37/130


63.

(a) 110mm dia PVC soil waste Pipe


0.25 No Stone cutter II class 127.00 Each 31.75


2 Nos PVC clamp 15.00 Each 30.00

20 gm Adhesive 30.00 100gm 6.00

Ttoal 213.35

Rate for 1 RM = 35.56 1 RM 35.56

Cost of 110mm dia PVC Pipe 210.00 210.00

245.56Total Rate Rs. 245.55

(b) 75mm dia PVC soil waste Pipe


0.25 No Stone cutter II class 127.00 Each 31.75


2 Nos PVC clamp 15.00 Each 30.00

20 gm Adhesive 30.00 100gm 6.00

Ttoal 213.35

Rate for 1 RM = 35.56 1 RM 35.56

Cost of 75mm dia PVC Pipe 135.00 135.00

170.56


64.

Labour Charges0.60 No Plumber I class 154.00 Each 92.40



Ttoal 231.10

Rate for 1 No Labour Charges 57.78 Each 57.78

20 gm PVC Adhesive 30.00 100g 6.00

Labour Charges 63.78

(a) 110mm dia PVC Door Bend

Labour Charges = 63.75 1 Nos 63.75Cost of 110mm dia PVC Door Bend 90.00 90.00

153.75


Supplying and fixing in position best quality PVC Soil waste pipe with working pressure of 6various sizes having ISI mark and providing leak proof joints with adhesive T.W.Plugs,screws incluthe wall with PVC specials, MS clamps and making connection to all sanitary fittings, dismantlingworks wherever necessary and making good the dismantled portion to the original condition incljointing and fixing in position at true alignment etc complete complying with standard specificatio

pipe should be got approved by the Executive Engineer before use on works]

Supplying and fixing in position of the following PVC specials best approved quality conformiproviding leak proof joints with PVC adhesive etc, including fixing to walls with necessary teascrews etc. and giving connections to the PVC pipe dismantling the brick masonry RCC floor orredoing the disturbed portion to original conditions etc. complete complying with standard specifPVC specials should be got approved from the Executive Engineer before use on works).


38/130


(b) 75mm dia PVC Door Bend

Labour Charges = 63.75 1 Nos 63.75

Cost of 75mm dia PVC Door Bend 65.00 65.00

128.75


(c) 110mm dia PVC Plain Bend


Cost of 110mm dia PVC Plain Bend 75.00 75.00

138.75


(d) 75mm dia PVC Plain Bend


Cost of 75mm dia PVC Plain Bend 50.00 50.00

113.75


65.

1 No Cost of oriya pan type 23" size 'P' or 'S' trap 900.00 Each 900.000.60 M 110mm dia PVC Pipe 210.00 Each 126.00

0.45 Sand for filling 248.40 111.78

0.11 Brick jelly lime concrete 1259.70 138.57


1.00 No Mason I class 243.00 Each 243.00



1 Kg White cement 19.00 1 Kg 19.00

6 Kg Cement 4986.70 1 MT 29.92

4.00 gm Spun Yarn 10.00 1 Kg 4.00

Ttoal 1985.27


66.

1 No PVC Nahini trap with stainless steel gratting 100x75mm 125.00 Each 125.00

1.00 No Steel gratings 20.00 Each 20.00


0.15 Nos Stone cutter I class 187.00 Each 28.05


0.005 Brick jelly lime concrete 1:2:5 1259.70 6.30

0.002 Cement Mortar 1:3 2677.92 5.36

Ttoal 249.05


Supplying and fixing in position best approved quality and make white glazed earthern ware Oriyawater closet of size 580mmx440mm with P or S trap embedding the closest and trap to shape inbrick jelly lime concrete 1:2:5 (one lime two sand and five brick jelly) using 40 mm broken bfinishing the top to required slope and including giving connections to the 600mm lengh of 110mpipe stacks (by dismantling masonry, RCC roof or floor slaps and making good, the disturbed porticondition without any leakage etc. complete as directed by the departmental officers and costandard specifications. The cost is inclusive of 600mm PVC pipe of 110mm dia, sand filling for 0.concrete 1:2:5 using 40mm brick jelly for 0.11 cu.m (The water closet P or S trap are to be got apExecutive Engineer before use on works)

M3 1 M3

M3 1 M3

Supplying and fixing in position best approved quality PVC Nahini trap of 110 mm x 75 mm sizesteel grating of approved quality fixed over a bed of brick jelly lime concrete.1:2:5 (one lime twobrick jelly) using 40mm broken brick jelly including dismantling the flooring concrete / Brick masonecessary and redoing the disturbed portion to the original condition and giving connection to(stacks) pipe as directed etc., complete complying with standard specifications. (The PVC Nahini tgot approved from the Executive Engineer before use on works).

M3 1 M3

M3 1 M3


39/130


67. Supplying and fixing in position of best approved quality ofwhite glazed European Water clostrap and with ISI mark The cost is include of double flapped PVC seat cover, PVC pipe 110mm dia afittings and with necessary CI Brackets 12 mm brass nipple 15mm dia chromium plated broiwncock of approved quality with ISI mark and nylon connection including fixing the same to wnecessary water supply connection to the European water closet with 10 lits. capacity PVC low Tank with internal fittings and labour charges. The European water closet should be fixed on t

counter sunk bolts and nuts and necessary teakwood plugs, clamps, screws etc., including dismanor wall wherever necessary and redoing the same to their original condition etc., complete cstandard specifications.[The water closet and other materials should be got approved by the Execubefore use on works]


40/130





2 No T.W. Plug 1.00 Each 2.00

2 No Screws 3.50 Each 7.00

10 g Shallac 15.00 /100 g 1.502 Kg White Cement 19.00 1 Kg 38.00


Ttoal 212.00

1.00 No E.W.C. with Accessories 2300.00 Each 2300.00

0.60 RM P.V.C. Pipe 110mm dia 210.00 RM 126.00






1 Kg White Cement 19.00 1 Kg 19.00

6 Kg Cement 4.41 1 Kg 26.46400 g Spun Yarn 10.00 /100 g 4.00

4 Nos T.W. Plug 2.00 Each 8.00

4 Nos Screws 2.00 Each 8.00

1 No Labour for Flushing tank 212.00 Each 212.00

Ttoal 3038.26


68.

1 No Porcelin Sink 1600.00 Each 1600.00

1 No Plumber I class 154.00 Each 154.00



10 gm Shallack 15.00 100 gm 1.50


Ttoal 1882.55


69.


70.


71.

1 No Cost of Material 100.00 /Each 100.00

Fixing Charges 5.00 5.00


Sub Data - Labour for porcelin FlushingTank

Supplying and fixing in position on best quality approved make Porcelin sink of size 600xincluding cost of 32mm dia CP waste, coupling 32mm dia PVC waste pipe with rubber plug and chbrass nipple including fixing the sink in position and testing for leakage etc., complete complying

specifications. (The sink and specials should be got approved by the Executive Engineer before us

Drilling of 150mm dia vertical bores in hard rock areas to any required depth as dirDepartmental Officers including Laboour charges for inserting casing pipes assembling in the driwelding thejoints wherever necessary and grouting the casing pipe, and developing the bore etc.,inclusive of transportations chaargers for the rig and supporting vehicle from one place to anotcost of casing pipe etc., complete as directed by the Executive Engineer.

Supply of 160 mm PVC casing pipe of best approved qualityetc complete as directed by theofficers. The pipe should got approved by the Executive Engineer before use on works

Supplying and fixing the P.V.C. end cap of 160 mm dia at the end of P.V.C. casing pipe ecomplying with standard specification. The bore cap should be got approved by the Executive Enuse on works.


41/130



42/130


72

1 No of 3 Phase Star Delta Starter of 63 AMPS of approved quality and make with ISI mark

1 No of 3 Phase 63 AMPS Main Switch of approved quality and make with ISI mark.

1 No of priventor of approved quality and make with ISI mark

1 No of capacitor with board as per standards of TNEB


73


74.

1 RM Cost of Pipe 60.00 /RM 60.00

Fixing Charges 3.00


Supplying and fixing 1.5 HP / 3 Phase, 9 Stage sub mergible pump of approved make and qmark with necessary accssories and fixed with delivery pipe errected in the borewell with necessawith following additional accssories

1 No of pannel board of required size with indicator fuse unit voltmeter with necessary provision tthe starter and mini starter etc.

Supplying, Fixing and connecting of2x32 sq.mm seathed cable wire for the sub-mergible motoboard to sub-mergible pump.

Supplying and fixing 32mm dia HDPE pipe of best approved quality including welding where

etc., complete as directed by the Executive Engineer. The pipe should be got approved by tEngineer before use on works.


43/130


75.

As per Local Rate Total Rate Rs. 15600.00

consider size 1.20x2.10 = 2.52m2

over 2.10m length 1x2x2.10x0.10x0.55 0.02

T.W required upto 2.00 in 1x2x1.20x0.10x0.05 0.01

MDF 12mm tk 1x1x1.00x1.90 1.90m2

Main data

0.02 M3 C.w scanting over 2.00mm 22680 M3 476.280.01 M3 C.w scanting upto 2.00m2 22680 M3 272.16

1.90 M2 MDF 12mm tk both side prelami- 750 M2 1425

2.52 M2 Labour charges ( S.R.No.155) 396 M2 997.92

6.00 No Aluminium Hinges 100x30 45 No 135

2.00 No Aluminium handle 10mm 25 No 50

2.00 No Aluminium tower bolt 25 No 50

1.00 No Cub board lock 100 No 100

L.S screws nails etc. 133.64

total 3640

Rate Rs. 1444.45/M2

13.94 Kg Aluminium section 220.00 Kg 3066.80

10.56 RM Rubber beading 23.00 RM 242.88

1.95 M2 Glass 4mm thick 270.00 M2 526.50

1.95 M2 Labour charges 160.00 M2 312.00

6 Nos PVC roller 10.00 Each 60.00

2 Nos Lock 10.00 Each 90.00

L.S Dismantlying and redoing 45.00 L.S 101.82

4400.00

Rate Rs. 2256.00m2

Supplying, fixing of cylindrical vertical notational polythene water storage tank of 2000 litconfirming to I S. 12701 / 96. the tank is meant for outer (or) indoor, use complete with removablocking arrangements and to make provision to fix with simply pipe lines necessary manhole wincluding all PVC specials, plugs, screws, nails to fix the tank etc., and the tank should be fidirected. The rate shall inclusive of all materials labour, conveyance, hoistings and fixing chargwater tank should be got approved by the Executive Engineer before use on works by the dept., Of

Supplying and fixing in position ofcub board shutters are made of C.w scanting etc complete

Removing and fixing Aluminium sliding window etc complete


44/130


Fixed glasing =1.80x1.30=2.34m2

Intermediate rail H = 1x1.76x1.472 = 2.59kg

Frame V = 2x1.30 =2.60H = 2x1.71 =3.42/6.02x2.319kg

=13.96kg

clip = 2x2x2(1.76 +0.59 ) =18.80x0.176kg

10% wastage = 1.99/21.85kg

Rubber beading =2x2+0.09 = 9.40RM

MAIN DATA

21.85 kg Alu.section 220 kg 4807

2.28 m2 Glass of 5.50mmtk 320 m2 729.6

9.4 RM Rubber beading =2x2+0.09 = 9.40RM 23 RM 216.22.34 M2 Labour charges 180 M2 421.2

L.S Screw angle etc L.S 76

6250

2.34m2Rate Rs. 2670.00

consider size =1x1x5.40x2.17 = 11.72

D/F door = 1x2x1.00x2.10 = (-) 4.20 =7.52m2

MAIN DATA

41.51 kg cost of Aluminium section 220 kg 9132.2

27.39 RM Anodising charges 85 RM 2328.15

31.39 RM Anodising charge Alu.section 15 RM 470.85

4.57 M2 12mm tk preclaimnated board 900 M2 4113

3.24 M2 5.5mm tk glass 320 M2 1036

L.S Wastage material L.S L.S 150

7.38 M2 Labour charges for 270 M2 1992.06

l.S Transporation charges L.S 150

L.S Dismantlying and reading

L.S Screw, rubber beading L.S 126.94

19500

7.38m2

Rate Rs. 2643/-

39

Area 1.26 sq.m.

28.64 Kg

40 x 6mm flat = 1.80 m x 1.90 Kg / RM 3.42 Kg

50 x 6mm flat = 1.80 m x 2.40 Kg / RM 4.32 Kg

MS rod required 28.64 Kg

Supplying and fixing of Alu.section fixed glasing with fully partitio

veterinary mittalam new 220.30 sq.mm 15.12

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