Chennuru Toilets

Name of the Work :-INPUT RATES INFORMATION FOR LEAD & DATA (2011-2012)

1 2 3 4 5 6 7

I) LABOUR RATES.

Description Unit Sl. No.

CATEGORY OF WORKER ( LABOUR)I. SKILLED CATEGORY : ( 1st Class )

Each 266,267

Bar bender, Paiter Cl-1 Each 266, 267

Blaster (Licencsed), Electrician Cl-1 Each 266

II. SEMI SKILLED CATEGORY : ( 2nd Class )Each 267,268

Mate ( Roads SOR ) Each 11

III. Un-SKILLED CATEGORY Each 269

1 Kg 83 BMM-V-14

1 Kg 83 BMM-V-15

1 Kg 83 BMM-V-16

1 Kg 83 BMM-V-17

II) MATERIAL RATES.

MATERIAL Unit

1 Cum 284

1 Cum 284

1 Cum 284

Each 271

..do.. (0.30 x 0.30 x 0.45m = 0.0405Cum /1No) :: 24.691 Nos 1 Cum

Random Rubble Stone 1 Cum 290

Each 274

..do..: (0.25x0.25x0.45 to 0.60m = 0.0328Cum/1No) :: 30.48 Nos 1 Cum

1 Cum 286

1 Cum 286

1 Cum 286

1 Cum 286

1 Cum 286

Water 1 Kl 292

Binding wire 1 Kg 271

1000 Nos 10

1 Sqm. 11

10 Sqm. 11

10 Sqm. 11

10 Sqm. 11

10 Sqm. 11

1 Sqmt. 12

1 Sqmt. 12

1 Sqmt. 13

1 MT Aug-11

AREA ALLOWANCES : Municipal / Mun. Corp. / Industrial / Agency / Tribal

SSR P.No.

Black Smith,Carpenter Cl-1,Mason Cl-1,Brick layer Cl-1, Plumber/Pipe fitter,

Carpenter, Mason, Brick layer, Paiter,Electrician, Plumber, & Helpers

Heavy Mazdoor, Light Mazdoor, Watchemen, Civic Worker

Labour charges for fabricating steel works like Window Grills, Compound Wall Grills, Iron Doors, WindowsLabour charges for fixing Iron Doors, Iron Windows and Window Grills in positionLabour charges for fabricating all heavy steel works like Trusses, Stanchions, Heavy Beams and GirdersLabour charges for fixing heavy iron grills, Trusses, Stanchions, Heavy Beams and Girders erecting in position

SSR Page No.

Coarse Sand for Filling (including seigniorage charges)

Coarse Sand for Mortar (including seigniorage charges)

Gravel / Quarry spall (including seigniorage charges)

Coursed Rubble Stone (0.30x0.30x0.45m)

Through Stone (0.25x0.25x0.45 to 0.60m)

Aggregate 6mm nominal size (including Blasting charges, Machine crushing charges and seigniorage charges)Aggregate 10mm nominal size (including Blasting charges, Machine crushing charges and seigniorage charges)Aggregate 13.2/12.5mm nominal size (including Blasting charges, Machine crushing charges and seigniorage charges)Aggregate 20mm nominal size (including Blasting charges, Machine crushing charges and seigniorage charges)Aggregate 40mm nominal size (including Blasting charges, Machine crushing charges and seigniorage charges)

Bricks traditional size 23 x 11 x 7 cms 2nd class

Kadapa slab 40mm thick and size not less than 0.457Mx0.457M

Shahabad /Tandur Rough Stone slabs of minimum of 25 mm thick

Shahabad /Tandur Rough Stone slabs of minimum of 40 mm thick

Polished Shabad Stone 15 to 18mm thick (0.457x0.304) or any other size as specifiedPolished black Kadapa slabs minimum of 15mm thick (0.457x0.457M) Ceramic tiles 7.3mm thick 1st quality of all shades (as per manufacture specification)White glazed Tiles of any size Ist quality

Vitrified polished floor tiles of size not less than 598 x 598 mm x 8 mm thickness regular finish and normal coloursCement 43 Gr (including loading charges)

1 MT Aug-111 MT Aug-111 MT Aug-111 MT Aug-111 Kg 88

Impervious Water Proofing Compound 1 Kg 21

1 Kg 27

1 Kg 27

1 Lit 27

1 Kg 27

1 Kg 27

1 Kg 28

1 Lit. 28

1 Sqmt. 18

Cement Jali : 50mm thick 1 Sqmt. 84

6 mm thick corrugated AC sheets 1 Sqmt. 17

G.I ‘J’ bolts 8 mm dia 1 No 88

G.I washers 1 No 88

Bitumen washers 1 No 88

Mild Steel Tubes & pipes of all diameters as per IS-1161 1 Kg 17

1 Kg 28

Water Proofing Compound 1 Kg 274

Fine aggregate / sand ( screened ) (including seigniorage charges) Cum 272

Fine aggregate / sand ( unscreened ) (incl.seigniorage charges) Cum 272

1 Sqmt. 18

III)

Description

GROUND FLOORFOOTINGS 89 A per 1 cum 59.00 330.00PEDESTALS 89 B per 1 cum 70.00 524.00PLINTH BEAMS 89 C per 1 cum 993.00 795.00LINTELS 89 D per 1 cum 843.00 675.00CHAJJAS - SUNSHADES 89 E per 1 sqm 167.00 104.00COLUMNS 89 F per 1 cum 127.00 948.00BEAMS 89 G per 1 cum 1276.00 795.00SLABS - Up to 150 mm thick 89 H per 1 sqm 143.00 89.00

89 I per 1 sqm 149.00 93.00

SLABS - above 300 mm thick 89 J per 1 sqm 156.00 97.0089 K per 1 sqm 526.00 327.00

PERGOLA SLABS ( Only Rib Beams) 89 L per 1 sqm 369.00 230.00ARCH BEAMS- up to 1.5m Span 89 M per 1 cum 1451.00 904.00ARCH BEAMS- above 1.5m Span 89 N per 1 cum 1472.00 916.00DOME SLAB 90 O per 1 cum 2738.00 1461.00HELICAL STAIRCASES 90 P per 1 sqm 209.00 111.00

90 Q per 1 sqm 108.00 173.00

FIRST FLOORLINTELS 93 F.F. per 1 cum 843.00 743.00

High Yield Strength Deformed Bars (Fe 415) (including loading charges)Mild Steel 6mm roads (Fe 250) (including loading charges)

Mild Steel, Structural steel, I,e, Angles, Channels & I-Sections (including loading charges) (including loading charges)Mild Steel Plates (including loading charges)

White cement for jointing & pointing

Cement Primer Waterbase Interior Gr- 1 Asian/ Berger/ Nerolac/ Saicoat/Indocem/ PMCC/ ESSAR or equivalent Red Oxide Iron Primer Paint Grade -1 Asian/ Berger/ Nerolac/ Saicoat/Indocem/ PMCC/ ESSAR or equivalent Wood Primer Asian/ Berger/ Nerolac/ Saicoat/Indocem/ PMCC/ ESSAR or equivalent Oil Bound Washable Distemper Acrylic Based Asian/ Berger/ Nerolac/ Saicoat/Indocem/ PMCC/ ESSAR or equivalent Water proof Cement paint of Snowcem / Indocem/ PMCC/ ESSAR Or equivalent Surya Cem or equivalent quality (Rs.350.00 / 25 Kgs = 14.00)

Synthetic Enamel paints in all shades Grade - I Asian/ Berger/ Nerolac / Indocem/ PMCC/ ESSAR or equivalent Rabbit wire mesh (chicken mesh)

Water proof Cement paint Snowcem Indocem/PMCC/ESSAR or Equivalent (Rs.820.00 / 25 Kgs = 32.80)

Supplying & fixing collapsible steel shutters

HIRE CHARGES FOR CENTERING & SCAFFOLDING - Unsupported Height upto 3.66 M

SSR Page No.

Sl. No.

Unit of Measurem

ent

Material Hire

charges

Labour charges

SLABS - above 150 mm - Up to 300 mm thick

WAFFLE - (GRID) SLAB (Rib Beams with slabs)

SHEAR WALLS, RCC WALLS, WATER TANK WALLS

CHAJJAS - SUNSHADES 93 F.F. per 1 sqm 167.00 114.00

COLUMNS 93 F.F. per 1 cum 127.00 1043.00

BEAMS 93 F.F. per 1 cum 1276.00 875.00

SLABS - Up to 150 mm thick 93 F.F. per 1 sqm 143.00 98.00

93 F.F. per 1 sqm 149.00 102.00

SLABS - above 300 mm thick 93 F.F. per 1 sqm 156.00 107.00

93 F.F. per 1 sqm 526.00 360.00

PERGOLA SLABS ( Only Rib Beams) 93 F.F. per 1 sqm 369.00 253.00

ARCH BEAMS- up to 1.5m Span 93 F.F. per 1 cum 1451.00 994.00

ARCH BEAMS- above 1.5m Span 93 F.F. per 1 cum 1472.00 1008.00

DOME SLAB 93 F.F. per 1 cum 2738.00 1607.00

HELICAL STAIRCASES 93 F.F. per 1 sqm 209.00 122.00

93 F.F. per 1 sqm 108.00 190.00

SECOND FLOORLINTELS 93 S.F. per 1 cum 843.00 810.00

CHAJJAS - SUNSHADES 93 S.F. per 1 sqm 167.00 125.00

COLUMNS 93 S.F. per 1 cum 127.00 1138.00

BEAMS 93 S.F. per 1 cum 1276.00 954.00

SLABS - Up to 150 mm thick 93 S.F. per 1 sqm 143.00 107.00

93 S.F. per 1 sqm 149.00 112.00

SLABS - above 300 mm thick 93 S.F. per 1 sqm 156.00 116.00

93 S.F. per 1 sqm 526.00 392.00

PERGOLA SLABS ( Only Rib Beams) 93 S.F. per 1 sqm 369.00 276.00

ARCH BEAMS- up to 1.5m Span 93 S.F. per 1 cum 1451.00 1085.00

ARCH BEAMS- above 1.5m Span 93 S.F. per 1 cum 1472.00 1099.00

DOME SLAB 93 S.F. per 1 cum 2738.00 1753.00

HELICAL STAIRCASES 93 S.F. per 1 sqm 209.00 133.00

93 S.F. per 1 sqm 108.00 208.00

THIRD FLOORLINTELS 93 T.F. per 1 cum 843.00 878.00

CHAJJAS - SUNSHADES 93 T.F. per 1 sqm 167.00 135.00

COLUMNS 93 T.F. per 1 cum 127.00 1232.00

BEAMS 93 T.F. per 1 cum 1276.00 1034.00

SLABS - Up to 150 mm thick 93 T.F. per 1 sqm 143.00 116.00

93 T.F. per 1 sqm 149.00 121.00

SLABS - above 300 mm thick 93 T.F. per 1 sqm 156.00 126.00

93 T.F. per 1 sqm 526.00 425.00

PERGOLA SLABS ( Only Rib Beams) 93 T.F. per 1 sqm 369.00 299.00

ARCH BEAMS- up to 1.5m Span 93 T.F. per 1 cum 1451.00 1175.00

ARCH BEAMS- above 1.5m Span 93 T.F. per 1 cum 1472.00 1191.00

DOME SLAB 93 T.F. per 1 cum 2738.00 1899.00

HELICAL STAIRCASES 93 T.F. per 1 sqm 209.00 144.00

93 T.F. per 1 sqm 108.00 225.00

IV)











Description

GROUND FLOORLINTELS 90 D per 1 cum 590.00 532.00

CHAJJAS - SUNSHADES 90 E per 1 sqm 117.00 82.00

COLUMNS 90 F per 1 cum 89.00 747.00

BEAMS 90 G per 1 cum 893.00 626.00

SLABS - Up to 150 mm thick 90 H per 1 sqm 100.00 70.00

90 I per 1 sqm 104.00 73.00

SLABS - above 300 mm thick 90 J per 1 sqm 109.00 76.00

90 K per 1 sqm 368.00 258.00

PERGOLA SLABS ( Only Rib Beams) 90 L per 1 sqm 258.00 181.00

ARCH BEAMS- up to 1.5m Span 90 M per 1 cum 1015.00 712.00

ARCH BEAMS- above 1.5m Span 90 N per 1 cum 1030.00 722.00

DOME SLAB 90 O per 1 cum 1915.00 1152.00

HELICAL STAIRCASES 90 P per 1 sqm 146.00 88.00

90 Q per 1 sqm 75.00 136.00

FIRST FLOORLINTELS 95 F.F. per 1 cum 590.00 585.00

CHAJJAS - SUNSHADES 95 F.F. per 1 sqm 117.00 90.00

COLUMNS 95 F.F. per 1 cum 89.00 822.00

BEAMS 95 F.F. per 1 cum 893.00 689.00

SLABS - Up to 150 mm thick 95 F.F. per 1 sqm 100.00 77.00

95 F.F. per 1 sqm 104.00 80.00

SLABS - above 300 mm thick 95 F.F. per 1 sqm 109.00 84.00

95 F.F. per 1 sqm 368.00 284.00

PERGOLA SLABS ( Only Rib Beams) 95 F.F. per 1 sqm 258.00 199.00

ARCH BEAMS- up to 1.5m Span 95 F.F. per 1 cum 1015.00 783.00

ARCH BEAMS- above 1.5m Span 95 F.F. per 1 cum 1030.00 794.00

DOME SLAB 95 F.F. per 1 cum 1915.00 1267.00

HELICAL STAIRCASES 95 F.F. per 1 sqm 146.00 97.00

95 F.F. per 1 sqm 75.00 150.00

SECOND FLOORLINTELS 95 S.F. per 1 cum 590.00 638.00

CHAJJAS - SUNSHADES 95 S.F. per 1 sqm 117.00 98.00

COLUMNS 95 S.F. per 1 cum 89.00 896.00

BEAMS 95 S.F. per 1 cum 893.00 751.00

SLABS - Up to 150 mm thick 95 S.F. per 1 sqm 100.00 84.00

95 S.F. per 1 sqm 104.00 88.00

SLABS - above 300 mm thick 95 S.F. per 1 sqm 109.00 91.00

95 S.F. per 1 sqm 368.00 310.00

PERGOLA SLABS ( Only Rib Beams) 95 S.F. per 1 sqm 258.00 217.00

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Unit of Measurem

ent

Material Hire

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Labour charges









ARCH BEAMS- up to 1.5m Span 95 S.F. per 1 cum 1015.00 854.00

ARCH BEAMS- above 1.5m Span 95 S.F. per 1 cum 1030.00 866.00

DOME SLAB 95 S.F. per 1 cum 1915.00 1382.00

HELICAL STAIRCASES 95 S.F. per 1 sqm 146.00 106.00

95 S.F. per 1 sqm 75.00 163.00

THIRD FLOORLINTELS 95 T.F. per 1 cum 590.00 692.00

CHAJJAS - SUNSHADES 95 T.F. per 1 sqm 117.00 107.00

COLUMNS 95 T.F. per 1 cum 89.00 971.00

BEAMS 95 T.F. per 1 cum 893.00 814.00

SLABS - Up to 150 mm thick 95 T.F. per 1 sqm 100.00 91.00

95 T.F. per 1 sqm 104.00 95.00

SLABS - above 300 mm thick 95 T.F. per 1 sqm 109.00 99.00

95 T.F. per 1 sqm 368.00 335.00

PERGOLA SLABS ( Only Rib Beams) 95 T.F. per 1 sqm 258.00 235.00

ARCH BEAMS- up to 1.5m Span 95 T.F. per 1 cum 1015.00 926.00

ARCH BEAMS- above 1.5m Span 95 T.F. per 1 cum 1030.00 939.00

DOME SLAB 95 T.F. per 1 cum 1915.00 1498.00

HELICAL STAIRCASES 95 T.F. per 1 sqm 146.00 114.00

95 T.F. per 1 sqm 75.00 177.00

V)

Description

LINTELS 90 D per 1 cum 1519.00 1064.00

CHAJJAS - SUNSHADES 90 E per 1 sqm 300.00 163.00

COLUMNS 90 F per 1 cum 229.00 1494.00

BEAMS 90 G per 1 cum 2300.00 1253.00

SLABS - Up to 150 mm thick 90 H per 1 sqm 258.00 141.00

90 I per 1 sqm 268.00 146.00

SLABS - above 300 mm thick 90 J per 1 sqm 280.00 153.00

90 K per 1 sqm 947.00 516.00

PERGOLA SLABS ( Only Rib Beams) 90 L per 1 sqm 664.00 362.00

ARCH BEAMS- up to 1.5m Span 90 M per 1 cum 2615.00 1424.00

ARCH BEAMS- above 1.5m Span 90 N per 1 cum 2651.00 1445.00

DOME SLAB 90 O per 1 cum 4933.00 2303.00

HELICAL STAIRCASES 90 P per 1 sqm 376.00 176.00

90 Q per 1 sqm 194.00 272.00

VI)






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Unit of Measurem

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Material Hire

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Labour charges




HIRE CHARGES FOR ACCESS SCAFFOLDING - upto 3.66 M using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., for BRICK MASONRY/

STONE MASONRY/ WALL PUTTY/ TEXTURE PAINTS etc - 1 sqm

Description

91 A per 1 sqm 5.29 35.99

91 B per 1 sqm 5.29 53.99

91 C per 1 sqm 5.29 71.99

91 D per 1 sqm 5.29 89.99

91 E per 1 sqm 5.29 107.98

6th - Floor 91 F per 1 sqm 5.29 125.98

7th - Floor 91 G per 1 sqm 5.29 143.98

8th - Floor 91 H per 1 sqm 5.29 161.97

9th - Floor 91 I per 1 sqm 5.29 179.97

10th - Floor 91 J per 1 sqm 5.29 197.97

11th - Floor 91 K per 1 sqm 5.29 215.97

12th - Floor 91 L per 1 sqm 5.29 233.96

13th - Floor 91 M per 1 sqm 5.29 251.96

14th - Floor 91 N per 1 sqm 5.29 269.96

15th - Floor 91 O per 1 sqm 5.29 287.95

VII)

Description

A per 1 cum 23.00 156.48

B per 1 cum 23.00 234.74

C per 1 cum 23.00 313.00

D per 1 cum 23.00 391.26

E per 1 cum 23.00 469.48

6th - Floor F per 1 cum 23.00 547.74

7th - Floor G per 1 cum 23.00 626.00

8th - Floor H per 1 cum 23.00 704.22

9th - Floor I per 1 cum 23.00 782.48

10th - Floor J per 1 cum 23.00 860.74

11th - Floor K per 1 cum 23.00 939.00

12th - Floor L per 1 cum 23.00 1017.22

13th - Floor M per 1 cum 23.00 1095.48

14th - Floor N per 1 cum 23.00 1173.74

15th - Floor O per 1 cum 23.00 1251.96

IIX)

Description

91 A per 1 sqm 0.53 3.60

91 B per 1 sqm 0.53 5.40

91 C per 1 sqm 0.53 7.20

91 D per 1 sqm 0.53 9.00

SSR Page No.

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Unit of Measurem

ent

Material Hire

charges

Labour charges

1st - Floor ( Ground Floor )

2nd - Floor ( 1st Floor )

3rd - Floor ( 2nd Floor )

4th - Floor ( 3rd Floor )

5th - Floor ( 4th Floor )


STONE MASONRY - 1 Cum ( for 0.23m thick walls )SSR Page No.

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Material Hire

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Labour charges






HIRE CHARGES FOR ACCESS SCAFFOLDING - upto 3.66 M using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., for PLASTERING to

WALLS - 1 sqmSSR Page No.

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Unit of Measurem

ent

Material Hire

charges

Labour charges





91 E per 1 sqm 0.53 10.80

6th - Floor 91 F per 1 sqm 0.53 12.60

7th - Floor 91 G per 1 sqm 0.53 14.40

8th - Floor 91 H per 1 sqm 0.53 16.20

9th - Floor 91 I per 1 sqm 0.53 18.00

10th - Floor 91 J per 1 sqm 0.53 19.80

11th - Floor 91 K per 1 sqm 0.53 21.60

12th - Floor 91 L per 1 sqm 0.53 23.40

13th - Floor 91 M per 1 sqm 0.53 25.20

14th - Floor 91 N per 1 sqm 0.53 27.00

15th - Floor 91 O per 1 sqm 0.53 28.80

IX)

Description

92 A per 1 sqm 1.24 7.09

92 B per 1 sqm 1.24 10.63

92 C per 1 sqm 1.24 14.18

92 D per 1 sqm 1.24 17.72

5th - Floor 92 E per 1 sqm 1.24 21.26

6th - Floor 92 F per 1 sqm 1.24 24.81

7th - Floor 92 G per 1 sqm 1.24 28.35

8th - Floor 92 H per 1 sqm 1.24 31.89

9th - Floor 92 I per 1 sqm 1.24 35.44

10th - Floor 92 J per 1 sqm 1.24 38.98

11th - Floor 92 K per 1 sqm 1.24 42.53

12th - Floor 92 L per 1 sqm 1.24 46.07

13th - Floor 92 M per 1 sqm 1.24 49.61

14th - Floor 92 N per 1 sqm 1.24 53.16

15th - Floor 92 O per 1 sqm 1.24 56.70

X)

MATERIAL Unit

1) Slabs for thickness (150 mm to 300 mm) 1 Sqm 301

2) Slabs for thickness above (300 mm) 1 Sqm 301

3) Side walls curved surfaces. 1 Sqm 301

4) Side wall straight surfaces. 1 Sqm 301

5) Dome. 1 Sqm 301

6) Roof Slab. 1 Sqm 301

7) Column footing. 1 Sqm 301

8) Column braces and beams 1 Sqm 301

9) Circular braces, ring beams & circular column. 1 Sqm 301

XI) HIRE CHARGES OF MACHINERY


HIRE CHARGES FOR STAGE SCAFFOLDING - upto 3.66 M using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., for EILING PLASTERING - 1 sqm

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Labour charges





Centring and scaffolding charges for RCC members including all materials and labour charges for forming and dismantling. for R C C Elevated Service Reservoir of staging up to 15 metre below L W L.

SSR Page No.

Unit Description of machinery

Hr. Agitator car / Transit mixer 2 cum 379 1 608.80 680.60 177.80Hr. Air compressor 5 cmm ( electric ) 379 2 76.60 136.00 106.30Hr. Air compressor 7 cmm ( diesel ) 379 3 178.50 556.90 136.00Hr. Air compressor 7 cmm ( electric ) 379 4 104.10 181.30 106.30Hr. Air compressor 8.5 cmm ( diesel 379 5 210.40 696.10 136.00Hr. Air compressor 8.5 cmm ( electric) 379 6 122.50 226.60 106.30Hr. Air compressor 15 cmm ( electric) 379 7 101.70 503.60 113.40Hr. Angle Dozer 90 hp 379 8 1256.70 476.10 148.20Hr. Batching plant 0.5 cum( 6 cum/hr) 379 9 91.00 60.40 213.40Hr. Batching plant 2 x 1.00 cum(15 cum/hr) 379 10 251.60 181.30 213.40Hr. Batching plant 2 x 1.50 cum(50 cum/hr) 379 11 335.40 221.60 213.40Hr. Bending machine 3000 x 12 mm 379 12 14.50 60.40 85.00Hr. Clamp shell and hoisting ropes 379 13 4.20 0.00 0.00Hr. Concrete bucket 1.5 cum 379 14 12.80 0.00 0.00Hr. Concrete hand mixer 45 / 30 ltr 379 15 3.90 0.00 0.00Hr. Concrete mixer 300 / 200 ( diesel) 379 16 44.80 61.90 141.70Hr. Concrete mixer 300 / 200 ltr ( electric) 379 17 41.20 20.10 141.70Hr. Concrete mixer 600 / 400 ( diesel) 379 18 77.00 123.80 141.70Hr. Concrete mixer 600 / 400 ltr ( electric 379 19 64.50 40.30 141.70Hr. Concrete paver 100 sqm / hr 379 20 287.90 0.00 272.10Hr. Convey mucker 379 21 669.30 140.20 113.40Hr. Core drilling machine 379 22 247.60 185.60 177.80Hr. Diesel generating set 30 KVA 379 23 48.70 495.00 85.00Hr. Diesel generating set 50 KVA 379 24 62.80 742.50 85.00Hr. Diesel Loco 45 hp 379 25 243.80 417.70 106.30Hr. Dewatering pump 5 hp ( diesel ) 379 26 8.40 61.90 71.10Hr. Dewatering pump 5 hp ( electric ) 379 27 2.20 20.10 53.30Hr. Dewatering pump 10 hp ( diesel ) 380 28 12.20 123.80 71.10Hr. Dewatering pump 10 hp ( electric 380 29 3.30 40.30 53.30Hr. Dewatering pump 20 hp ( diesel ) 380 30 38.30 247.50 71.10Hr. Dewatering pump 20 hp ( electric 380 31 6.20 80.60 53.30Hr. Drifter 380 32 214.40 0.00 222.30Hr. Drilling jumbo 380 33 290.80 33.40 113.40Hr. Dumper 4.5 cum 380 34 398.90 311.90 142.30Hr. Geophysical Electric resistivity meter 380 35 62.90 0.00 0.00Hr. Grouting pump 380 36 19.60 20.10 170.00Hr. Guniting / sand blast equipment 380 37 86.90 0.00 141.70Hr. Ice plant & accessories 30 t / day 380 38 138.50 574.00 85.00Hr. Jack hammer 380 39 13.50 0.00 212.60Hr. Needle vibrator 40 mm ( petrol ) 380 40 6.00 12.40 102.00Hr. Needle vibrator 40 mm ( electric ) 380 41 6.70 4.00 102.00Hr. Needle vibrator 60 mm ( petrol ) 380 42 6.20 18.60 102.00Hr. Needle vibrator 60 mm ( electric ) 380 43 7.70 6.00 102.00Hr. Planing machine 4 m stroke 380 44 90.90 60.40 136.00Hr. Plate shearing machine upto 12 mm 380 45 32.20 80.60 88.90Hr. Pneumatic placer 0.5 cum 380 46 136.30 0.00 55.60Hr. Pneumatic tamper 380 47 13.50 0.00 170.00Hr. Pug cutting machine 380 48 5.80 2.00 0.00Hr. Pusher leg 380 49 8.30 0.00 0.00Hr. Road roller diesel 10 t 380 50 151.50 556.90 136.00Hr. Shovel 0.50 cum 75 hp 380 51 697.70 371.30 148.20Hr. Shovel 0.85 cum 110 hp 380 52 1180.70 680.60 148.20

SSR Page No.

Sl. No.

Hire charge in

Rs

Fuel charge in Rs

Crew Charge in

Rs.

Hr. Stationery derric crane 380 53 66.20 0.00 0.00Hr. Tipper 5 cum 380 54 351.30 233.90 111.20Hr. Tipping tub 1.5 cum 380 55 33.60 0.00 0.00Hr. Tower crane 5 tonne 380 56 698.00 104.70 118.60Hr. Transformer 250 KVA 380 57 3932.50 0.00 0.00Hr. Truck 10 t 380 58 285.80 233.90 106.30Hr. Truck mounted derric crane 5 t 380 59 422.30 233.90 106.30Hr. Upright drilling machine/Grinder 380 60 18.10 20.10 120.90Hr. Ventilation fan 20 hp 381 61 6.20 80.60 18.40Hr. Vibratory pad foot roller 8 t 381 62 912.50 804.40 170.00Hr. Wagon drill 381 63 145.60 0.00 177.80Hr. Water tanker 8000 ltr 381 64 285.80 233.90 106.30Hr. Welding set 381 65 12.90 48.30 0.00Hr. Winch 35 hp ( electric ) 381 66 98.70 98.70 170.00Hr. * Tractor with 2T roller

* adopted from R& B in the year 2011-12

Assistant Engineer,Tribal Welfare,

Dy. Executive Engineer,Tribal Welfare,

Executive Engineer,Tribal Welfare,

Name of the Work :-INPUT RATES INFORMATION FOR LEAD & DATA (2011-2012)

8 9

20%

Basic Rate Final Rate

CATEGORY OF WORKER ( LABOUR)I. SKILLED CATEGORY : ( 1st Class )

285.00 342.00

300.00 360.00

310.00 372.00

II. SEMI SKILLED CATEGORY : ( 2nd Class )260.00 312.00

260.00 312.00

III. Un-SKILLED CATEGORY 215.00 258.00

16.00 19.20

3.00 3.60

14.00 16.80

12.00 14.40

M-004 250.00

M-005 325.00

M-008 80.00

13 15.00

370.37

M-148 225.00

76 32.00

975.36

M-050 655.00

M-051 820.00

M-052 980.00

M-053 1175.00

M-055 745.00

M-189 77.00

3 55.00BMT-A-01 3100.00

BMT-B-01 75.00BMT-B-03 750.00BMT-B-04 968.00BMT-B-05 1291.00BMT-B-06 1076.00BMT-C.01 374.00BMT-C.06 280.00BMT-C.16 723.00

5300.00

Sl.No. / Item code

Basic Rate

42000.0040000.0041000.0044000.00

BMS-W.68 25.00BMT-H.01 24.00BMT-J.01 100.00BMT-J.03 90.00BMT-J.05 100.00BMT-J.21 60.00BMT-J.24 35.00BMT-J.27 14.00BMT-J.30 170.00BMT-F.28 12.00BMS-W.17 335.00BMT-E.17 188.00BMS-W.64 8.00BMS-W.65 0.50BMS-W.67 0.20BMT-F.04 45.00BMT-J.26 32.80

80 58.00

28 425.00

27 325.00BMT-F.30 1750.00

GROUND FLOOR66.00 455.00

104.80 698.80159.00 1947.00135.00 1653.00

20.80 291.80189.60 1264.60159.00 2230.00

17.80 249.8018.60 260.60

19.40 272.4065.40 918.40

46.00 645.00180.80 2535.80183.20 2571.20292.20 4491.20

22.20 342.2034.60 315.60

FIRST FLOOR148.60 1734.60


Area Allowence on Labour charges

Final Rate including

Allowance on Labour Charges

22.80 303.80

208.60 1378.60

175.00 2326.00

19.60 260.60

20.40 271.40

21.40 284.40

72.00 958.00

50.60 672.60

198.80 2643.80

201.60 2681.60

321.40 4666.40

24.40 355.40

38.00 336.00

SECOND FLOOR162.00 1815.00

25.00 317.00

227.60 1492.60

190.80 2420.80

21.40 271.40

22.40 283.40

23.20 295.20

78.40 996.40

55.20 700.20

217.00 2753.00

219.80 2790.80

350.60 4841.60

26.60 368.60

41.60 357.60

THIRD FLOOR175.60 1896.60

27.00 329.00

246.40 1605.40

206.80 2516.80

23.20 282.20

24.20 294.20

25.20 307.20

85.00 1036.00

59.80 727.80

235.00 2861.00

238.20 2901.20

379.80 5016.80

28.80 381.80

45.00 378.00


GROUND FLOOR106.40 1228.40

16.40 215.40

149.40 985.40

125.20 1644.20

14.00 184.00

14.60 191.60

15.20 200.20

51.60 677.60

36.20 475.20

142.40 1869.40

144.40 1896.40

230.40 3297.40

17.60 251.60

27.20 238.20

FIRST FLOOR117.00 1292.00

18.00 225.00

164.40 1075.40

137.80 1719.80

15.40 192.40

16.00 200.00

16.80 209.80

56.80 708.80

39.80 496.80

156.60 1954.60

158.80 1982.80

253.40 3435.40

19.40 262.40

30.00 255.00

SECOND FLOOR127.60 1355.60

19.60 234.60

179.20 1164.20

150.20 1794.20

16.80 200.80

17.60 209.60

18.20 218.20

62.00 740.00

43.40 518.40




170.80 2039.80

173.20 2069.20

276.40 3573.40

21.20 273.20

32.60 270.60

THIRD FLOOR138.40 1420.40

21.40 245.40

194.20 1254.20

162.80 1869.80

18.20 209.20

19.00 218.00

19.80 227.80

67.00 770.00

47.00 540.00

185.20 2126.20

187.80 2156.80

299.60 3712.60

22.80 282.80

35.40 287.40

212.80 2795.80

32.60 495.60

298.80 2021.80

250.60 3803.60

28.20 427.20

29.20 443.20

30.60 463.60

103.20 1566.20

72.40 1098.40

284.80 4323.80

289.00 4385.00

460.60 7696.60

35.20 587.20

54.40 520.40






STONE MASONRY/ WALL PUTTY/ TEXTURE PAINTS etc - 1 sqm

7.20 48.48

10.80 70.08

14.40 91.68

18.00 113.28

21.60 134.87

25.20 156.47

28.80 178.07

32.39 199.65

35.99 221.25

39.59 242.85

43.19 264.45

46.79 286.04

50.39 307.64

53.99 329.24

57.59 350.83

31.30 210.78

46.95 304.69

62.60 398.60

78.25 492.51

93.90 586.38

109.55 680.29

125.20 774.20

140.84 868.06

156.50 961.98

172.15 1055.89

187.80 1149.80

203.44 1243.66

219.10 1337.58

234.75 1431.49

250.39 1525.35

0.72 4.85

1.08 7.01

1.44 9.17

1.80 11.33





STONE MASONRY - 1 Cum ( for 0.23m thick walls ) Area Allowence on Labour charges



HIRE CHARGES FOR ACCESS SCAFFOLDING - upto 3.66 M using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., for PLASTERING to




2.16 13.49

2.52 15.65

2.88 17.81

3.24 19.97

3.60 22.13

3.96 24.29

4.32 26.45

4.68 28.61

5.04 30.77

5.40 32.93

5.76 35.09

1.42 9.75

2.13 14.00

2.84 18.26

3.54 22.50

4.25 26.75

4.96 31.01

5.67 35.26

6.38 39.51

7.09 43.77

7.80 48.02

8.51 52.28

9.21 56.52

9.92 60.77

10.63 65.03

11.34 69.28

32 (a) 1 2130.00

32 (a) 2 4258.00

32 (a) 3 1609.00

32 (a) 4 1432.00

32 (a) 5 1744.00

32 (a) 6 1074.00

32 (a) 7 1174.00

32 (a) 8 718.00

32 (a) 9 787.00

HIRE CHARGES FOR STAGE SCAFFOLDING - upto 3.66 M using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., for EILING PLASTERING - 1 sqm




Centring and scaffolding charges for RCC members including all materials and labour charges for forming and dismantling. for R C C Elevated Service Reservoir of staging up to 15 metre below L W L.

Sl.No. / Item code

Basic Rate

35.56 1502.7621.26 340.1627.20 898.6021.26 412.9627.20 1069.7021.26 476.6622.68 741.3829.64 1910.6442.68 407.4842.68 688.9842.68 813.0817.00 176.90

0.00 4.200.00 12.800.00 3.90

28.34 276.7428.34 231.3428.34 370.8428.34 274.8454.42 614.4222.68 945.5835.56 646.5617.00 645.7017.00 907.3021.26 789.0614.22 155.6210.66 86.2614.22 221.3210.66 107.5614.22 371.1210.66 150.7644.46 481.1622.68 460.2828.46 881.56

0.00 62.9034.00 243.7028.34 256.9417.00 814.5042.52 268.6220.40 140.8020.40 133.1020.40 147.2020.40 136.1027.20 314.5017.78 219.4811.12 203.0234.00 217.50

0.00 7.800.00 8.30

27.20 871.6029.64 1246.8429.64 2039.14

Area allow on Crew

Charge in Rs.


Allowance on Crew Charges

0.00 66.2022.24 718.64

0.00 33.6023.72 945.02

0.00 3932.5021.26 647.2621.26 783.7624.18 183.28

3.68 108.8834.00 1920.9035.56 358.9621.26 647.26

0.00 61.2034.00 401.40

345.00


LEAD STATEMENTName of the Work :-

Description Source of Material

(1) (2) (3) (3) (4) (5)1 Coarse Sand for mortar Pancha Lingala 187.00 325.00

2 Local 5.00 250.00

3 Gravel Local 5.00 80.00

4 Banagana Palli 74.00 370.37

5 Random Rubble Stone Banagana Palli 74.00 225.00



8 Thammraju Palli 98.00 1175.00




12 Iyyalurumitta 87.00 3100.00

13 Betham Cherla 104.00 1291.00

14 Betham Cherla 104.00 968.00

15 Betham Cherla 104.00 1076.00

16 Betham Cherla 104.00 75.00

17 Cement Aug-11 At site -- 5300.00

18 Aug-11 At site -- 42000.00

19 Aug-11 At site -- 40000.0020 Aug-11 At site -- 41000.00

21 M.S. Plates Aug-11 At site -- 44000.0022 Water At site -- 77.00

Sl. No.

Item Code

Lead in KM

Initial Cost (including

Seigionarage Charges)

M-005 (P-284)

Sand for filling & blindage M-004 (P-284)

M-008 (P-284)

Coursed Rubble Stone (0.30 x 0.30 x 0.45m = 0.0405Cum/1No)

(P-271, Sl.No.13)

M-148 (P-290)

Through Stone (0.25 x 0.25 x 0.45 to 0.60m = 0.0328Cum/1No)

(P-274, Sl.No.76)

40mm Nominal Aggregate M-055 (P-286)


13.2/12.5mm Nominal Aggregate M-052 (P-286)



Bricks : 2nd Class Non-Modular of size 23x11x7cm

BMT-A-01 (P-10)

Polished Shahabad / Tandur stone slabs of 15 to 18 mm thick (0.457x 0.304) or any other size as specified

BMT-B-05 (P-11)

Shahabad / Tandur Rough Stone slabs of minimum 40 mm thick

BMT-B-04 (P-11)

Polished black Kadapa slabs min. of 15mm thick (0.457x0.457M)

BMT-B-06 (P-11)

Kadapa slab 40 mm thick and size not less than 0.457 M x 0.457 M

BMT-B-01 (P-11)

High Yield Strength Deformed Bars (Fe 415)

Mild Steel Bars (Fe 250) for 6mm Mild Steel, Structural steel, I,e, Angles, Channels & I-Sections

M-189 (P-292)

23 2.00 14500.00

24 2.00 7000.00

CERTIFICATES:-1 Certified that the above leads are true and correct to the best of my knowledge2 Certified that the quarry requries blasting for RR, CRS, 6mm, 10mm, 12mm, 20mm & 40mm Metal3 Certified that the 40mm, 20mm, 12mm, 10mm, 6mm Metal requires Machine Crushing4 Certified that the work spot falls within the limits of Municipality. Hence __________ on labour is proposed and the same may be allowed.5 Certified that the quarry falls within the limits of Municipality. Hence ____________on labour is proposed and the same may be allowed.

Rates as per SOR : 2011-2012 ( Cement, HYSD Bars, M.S.Structural Steel & M.S.Sheet rates : For the Month of AUGUST-2011) )

Fly Ash Bricks of size 290 x 225 x 140mm of 50 kg/sq.cm

BMT-A.10 (P-10)

Fly Ash Bricks of size 290 x 112/110 x 140mm of 50 kg/sq.cm

BMT-A.13 (P-10)



B28

Each Brick = 0.009135 Cum :: for 1000Nos = 9.135 Cum

B29

Each Brick = 0.0045 Cum :: for 1000 Nos = 4.50 Cum

LEAD STATEMENTName of the Work :-

Se

ign

ora

ge

Lo

ad

ing

Un

-loa

din

g

Unit per Remarks

20%(6) (7) (8) (9) (10) (11) (12) (13)

1338.11 -- 10.16 5.08 1.02 1679.37 1 Cum. ###

34.82 -- 10.16 5.08 1.02 301.08 1 Cum. ###

34.82 -- -- 5.08 1.02 120.92 1 Cum.

552.61 -- 20.32 10.16 2.03 955.49 1 Cum.

552.61 -- 20.32 10.16 2.03 810.12 1 Cum. ###

552.61 -- 20.32 10.16 2.03 1560.48 1 Cum.

552.61 -- 20.32 10.16 2.03 1330.12 1 Cum. ###

719.89 -- 20.32 10.16 2.03 1927.40 1 Cum. ###

719.89 -- 20.32 10.16 2.03 1732.40 1 Cum. ###

719.89 -- 20.32 10.16 2.03 1572.40 1 Cum. ###

719.89 -- 20.32 10.16 2.03 1407.40 1 Cum. ###

960.25 38.50 27.95 27.95 5.59 4160.24

184.74 70.00 3.35 1.68 0.34 1551.11 10Sqm. ..do..

447.85 70.00 8.13 4.06 0.81 1498.85 10Sqm. ..do..

167.94 40.00 3.05 1.52 0.30 1288.81 10Sqm. ..do..

167.94 4.00 0.81 0.41 0.08 248.24 1Sqm. ..do..

33.54 6.71 5340.25 1 M.T

40.21 8.04 42048.25 1 M.T ..do..

40.21 8.04 40048.25 1 M.T ..do..40.21 8.04 41048.25 1 M.T ..do..

40.21 8.04 44048.25 1 M.T ..do..-- -- -- -- -- 77.00 1 Kl

Convence Charges (including Stacking Charges)

Area Allow. on Un-loading

Total (5 to 10)

Intial rate incl. loading

1000 Nos

Loading & Unloading

Manual means

Unloading Manual means

12.52 -- 27.95 27.95 5.59 14574.01

12.52 -- 27.95 27.95 5.59 7074.01

Certified that the quarry requries blasting for RR, CRS, 6mm, 10mm, 12mm, 20mm & 40mm Metal

Certified that the work spot falls within the limits of Municipality. Hence __________ on labour is proposed and the same may be allowed.Certified that the quarry falls within the limits of Municipality. Hence ____________on labour is proposed and the same may be allowed.Rates as per SOR : 2011-2012 ( Cement, HYSD Bars, M.S.Structural Steel & M.S.Sheet rates : For the Month of AUGUST-2011) )

1000 Nos

1000 Nos



DATA ( S.O.R. 2011-2012)Name of the Work :-

Description of Work Unit Quantity / Coefficient

1 2 3 4 5

CIVIL - DATA

Overheads & Contractor's Profit @ 14%

BL

D-C

ST

N1

-1

i) Cement Mortor ( 1:1 )A) MATERIALS :

Cost of Cement ( As per Lead Stmt.) 1000 Kgs 1440 Kg

Sand (including 5% wastage) 1 Cum 1.05 Cum

B) MACHINERY

- Nil -

C) LABOUR

Man mazdoor for mixing mortar 1 Day 0.20 Days

Rate per 1 Cum =BL

D-C

ST

N1

-2

ii) Cement Mortor ( 1:1½ )A) MATERIALS :

Cost of Cement ( As per Lead Stmt.) 1000 Kgs 960.00 Kg


B) MACHINERY

- Nil -

C) LABOUR


Rate per 1 Cum =BL

D-C

ST

N1

-3

iii) Cement Mortor ( 1:2 )A) MATERIALS :



B) MACHINERY

- Nil -

C) LABOUR


Rate per 1 Cum =BL

D-C

ST

N1

-4

iv) Cement Mortor ( 1:3 )A) MATERIALS :



B) MACHINERY

- Nil -

Index- Cod

e

S. No

BL

D-C

ST

N1

-4

C) LABOUR


Rate per 1 Cum =BL

D-C

ST

N1

-5

v) Cement Mortor ( 1:4 )A) MATERIALS :



B) MACHINERY

- Nil -

C) LABOUR


Rate per 1 Cum =BL

D-C

ST

N1

-6

vi) Cement Mortor ( 1:5 )A) MATERIALS : .



B) MACHINERY

- Nil -

C) LABOUR


Rate per 1 Cum =BL

D-C

ST

N1

-7

vii) Cement Mortor ( 1:6 )A) MATERIALS : .



B) MACHINERY

- Nil -

C) LABOUR


Rate per 1 Cum =BL

D-C

ST

N1

-8

iix) Cement Mortor ( 1:8 )A) MATERIALS :



B) MACHINERY

- Nil -

C) LABOUR


Rate per 1 Cum =

RB

R-F

ND

N-1

-I-A-i

1

Ordinary Soil-Manual Means-Upto 3 m depthUnit = cum For Building FoundationsTaking output = 10 cumA) LABOUR :

Mazdoor (Unskilled) 1 Day 3.64 Days

Foundations of building 75% 75%

14%

Add : Seigniorage charges 1 cum 10 cum

Cost for 10 cum =

Sundries

RB

R-F

ND

N-1

-I-A-i

2

Ordinary Soil-Manual Means-Upto 3 m depth

Unit = cum For Septic tanks & Soak pitsTaking output = 10 cum

A) LABOUR :


14%

Add : Seigniorage charges 1 cum 10 cum

Cost for 10 cum =

Sundries

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

b&c) Overheads & Contractors Profit on

Rate per 1 Cum = (a+b+c)/10 =

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

b&c) Overheads & Contractors Profit on

Rate per 1 Cum = (a+b+c)/10 =

RB

R-F

ND

N-2

-II

3

Unit = cumA) LABOUR :

Mate -- --


14%

Sundries

Rate per 1 Cum =

RB

R-F

ND

N-2

-I

4

Unit = cumA) MATERIALS :

Sand 1 cum 1.00 cum

B) LABOUR :

Mate -- --


14%

Sundries

Cost for 1 cum =

RB

R-F

ND

N-2

-I

5

Unit = cumA) MATERIALS :

Gravel 1 cum 1.00 cum

B) LABOUR :

Mate -- --


14%

Sundries

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

B) Overheads & Contractors Profit on

Filling with Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

c&d) Overheads & Contractors Profit on

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

c&d) Overheads & Contractors Profit on

Cost for 1 cum =

BL

D-C

ST

N-2

-7

6

Unit = 1cumA) MATERIALS :

Cement 1000 Kg 129.60 kg

Coarse aggregate 40 mm 1 Cum 0.90 cum

Fine aggregate (Sand) 1 Cum 0.45 cum

Water (including for curing) 1 kl 1.20 kl

B) MACHINERY

1 hour 1 hour

C) LABOUR :

Mason 1st class 1 Day 0.10 Day

Mazdoor (unskilled) 1 Day 1.39 Day

Contractor's profit and overhead charges 14%

Sundries

Rate per 1 Cum =

BL

D-C

ST

N-2

-6

7

Unit = 1cum

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402) Concrete mixture upto Plinth level

Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity 300 / 200 ( diesel) (P.No. 325, Sl.No. 16)

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402) Hand mixing upto Plinth level

A) MATERIALS :





B) LABOUR :




Sundries

Rate per 1 Cum =

BL

D-C

ST

N-2

-5

8






B) MACHINERY

1 hour 1 hour

C) LABOUR :




Sundries

Rate per 1 Cum =

Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402) Concrete mixture upto Plinth level

Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity 300 / 200 ( diesel) (P.No. 325, Sl.No. 16)

BL

D-C

ST

N-2

-4

9






B) LABOUR :




Sundries

Rate per 1 Cum =

BL

D-C

ST

N-2

-10

10






B) LABOUR :


Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402) Hand mixing upto Plinth level

Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Broken Granite (IS383, 1970) Machine Crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402)


Sundries

Basic rate =

PCC (1:3:6) : Bed Blocks & Hold Fasts : Rate other Floors GF FFBasic Rate of P.C.C(1:3:6) per Cum ( as per data ) 1 cum 4400.72 4400.72

1 cum 455.00 455.00

643.08 64.31

Sub total = 4855.72 4920.03

Contractor's profit and overhead charges @ 14% 679.8 688.8

Sundries

Rate per 1 cum = 5535.60 5608.90

BL

D-C

ST

N-2

-1

11

Unit : 1cum

A. MATERIALS:

Cement 1000 Kgs 300 Kg

Coarse aggregate 20mm 1 cum 0.90 cum

Fine aggregate (Sand) 1 cum 0.45 cum

B. LABOUR:

Mason 1st class 1 day 0.10 day

Mazdoor (unskilled) 1 day 2.36 day


Basic rate ( 1 Cum ) =

P.C.C. (1:2:4) : Rate for other Floors GF FFBasic Rate P.C.C(1:1.5:3) per Cum ( as per data) 1 cum 4827.94 4827.94

643.08 64.31

Sub total = 4827.94 4892.25


Sundries

Centring Charges ( rate taken as Footiings )

Lift Charges (Add : F.F.@10%, S.F.@20% & T.F.@30% on labour charges) on Rs.

Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Broken Granite (IS383, 1970) Machine Crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402)


Rate per 1 cum = 5503.90 5577.20

BL

D-C

ST

N-2

-1

12

Unit : 1cum

A. MATERIALS:


Coarse aggregate 20mm 1 cum 0.90 cum


B. LABOUR:




Basic rate ( 1 Cum ) =

P.C.C. (1:1.5:3) : For Steps : Rate for other Floors GF FFBasic Rate P.C.C(1:1.5:3) per Cum ( as per data) 1 cum 5361.96 5361.96

1 cum 455.00 455.00

643.08 64.31

Sub total = 5816.96 5881.27


Sundries

Rate per 1 cum = 6631.40 6704.70

Plain Cement Concrete Grade M20 - Nominal Mix as per IS 456 equivalent to (1:1.5:3) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size HBG metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402) with hand mixing FOR STEPS

Centring Charges ( rate taken as Footiings )


BL

D-C

ST

N-2

-1

13

Unit : 1cum

A. MATERIALS:


Coarse aggregate 6mm to13.2mm ( Avg. rate ) 1 cum 0.90 cum


B. LABOUR:





Sundries

Rate per 1 cum =

BL

D-C

ST

N-2

-13

-A

14

A. MATERIALS:

20mm HBG graded metal 1 cum 0.90 cum

Sand 1 cum 0.45 cum

Cement 1000 Kg 400 Kgs


B. LABOUR:

1st Class Mason 1 day 0.133 day

2nd Class Mason 1 day 0.267 day

Plain Cement Concrete Grade M20 - Nominal Mix as per IS 456 equivalent to (1:1.5:3) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 6mm to13.2mm size HBG metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402) with hand mixing for wering coat

VRCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, including centering, shuttering. for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth)

Mazdoor (Both Men and Women) 1 day 3.60 day

C. MACHINERY

1 hour 1 hour

Vibrator hire charges 1 hour 1 hour

Basic rate per M-20 Concrete (1Cum) =

A)Basic rate per M-20 Concrete ( as per data ) 1 cum 1 cum

Centring Charges 1 cum 1 cum


Sundries

Rate per 1 cum =

B)Basic rate per M-20 Concrete ( as per data ) 1 cum 1 cum

Centring Charges 1 cum 1 cum


Sundries

Rate per 1 cum =

C)Basic rate per M-20 Concrete ( as per data ) 1 cum 1 cum

Centring Charges (P.No. 75, S.No.1C) 1 cum 1 cum


Sundries

Rate per 1 cum =

BL

D-C

ST

N-2

-13

-B

15

A. MATERIALS:


Sand 1 cum 0.45 cum


Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity 300 / 200 ( diesel)

VRCC M- 20 Nominal mix for FOOTINGS (Below Plinth) / Bed Blocks

VRCC M- 20 Nominal mix for PEDESTALS (Below Plinth)

VRCC M- 20 Nominal mix for PLINTH BEAM (Below Plinth)

VRCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, including centering, shuttering for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS


B. LABOUR:




C. MACHINERY

1 hour 1 hour

Vibrator hire charges 1 hour 1 hour


A) GF FFBasic rate per M-20 Concrete ( as per data ) 1 cum 6458.23 6458.23

Centering Charges 1 cum 985.40 1075.40

1321.81 132.18

Sub total = 7443.63 7665.81


Sundries

Rate per 1 cum = 8485.80 8739.10

B) GF FFBasic rate per M-20 Concrete ( as per data ) 1 cum 6458.23 6458.23

Deduct : Vibrator hire charges 1 hour -140.80 -140.80

Centering Charges 1 cum 1228.40 1292.00

1321.81 132.18

Sub total = 7545.83 7741.61


Rate per 1 cum = 8602.30 8825.50

C) GF FFBasic rate per M-20 Concrete ( as per data ) 0.15 cum 968.73 968.73

Centering Charges 2.00 Sqm 2864.00 2864.00

198.27 19.83

Sub total = 3832.73 3852.56


Rate per 1 Sqm. = 4369.40 4392.00

D) GF FFBasic rate per M-20 Concrete ( as per data ) 0.08 cum 484.37 484.37

Centering Charges 2.00 Sqm 2864.00 2864.00

99.14 9.91

Sub total = 3348.37 3358.28



VRCC M- 20 Nominal mix for COLUMNS


RCC M- 20 Nominal mix for LINTELS


VRCC M- 20 150 MM THICK VERTICAL SIDE WALLS


VRCC M- 20 75 MM THICK VERTICAL SIDE WALLS


Rate per 1 Sqm. = 3817.20 3828.50

BL

D-C

ST

N-2

-13

-C

16

A. MATERIALS:


Sand 1 cum 0.45 cum



B. LABOUR:




C. MACHINERY

1 hour 0.267 hour

Vibrator hire charges (P.No. 325, Sl.No.40) 1 hour 0.267 hour


A) GF FFBasic rate per M-20 Concrete ( as per data ) 1 cum 5500.97 5500.97Centering Charges 1 cum 1644.20 1719.80

670.61 67.06

Sub total = 7145.17 7287.83Contractor's profit and overhead charges @ 14% 1000.32 1020.3

Sundries

Rate per 1 cum = 8145.50 8308.20

B) GF FFBasic rate per M-20 Concrete ( as per data ) 1.00 cum 5500.97 5500.97

Centering Charges 10 Sqm 1840.00 1924.00

670.61 67.06

Sub total = 7340.97 7492.03


VRCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, including centering, shuttering for RCC SLABS, BEAMS


VRCC M- 20 Nominal mix for BEAMS


VRCC M- 20 Nominal mix : 100mm SLAB


Sundries

Rate per 10 Sqm = 8368.80 8541.00

C) GF FFBasic rate per M-20 Concrete ( as per data ) 1.10 cum 6051.07 6051.07


737.67 73.77

Sub total = 7891.07 8048.84


Sundries

Rate per 10 Sqm = 8995.90 9175.70

D) GF FFBasic rate per M-20 Concrete ( as per data ) 1.15 cum 6326.12 6326.12


771.20 77.12

Sub total = 8166.12 8327.24


Sundries

Rate per 10 Sqm = 9309.40 9493.10

E) GF FFBasic rate per M-20 Concrete ( as per data ) 1.20 cum 6601.16 6601.16


804.73 80.47

Sub total = 8441.16 8605.63


Sundries

Rate per 10 Sqm = 9623.00 9810.50

F) GF FFBasic rate per M-20 Concrete ( as per data ) 1.25 cum 6876.21 6876.21


838.26 83.83

Sub total = 8716.21 8884.04


Sundries

Rate per 10 Sqm = 9936.50 10127.90

G) GF FFBasic rate per M-20 Concrete ( as per data ) 1.50 cum 8251.46 8251.46











1005.92 100.59

Sub total = 10091.46 10276.05


Sundries

Rate per 10 Sqm = 11504.30 11714.70

H) GF FFBasic rate per M-20 Concrete ( as per data ) 1.65 cum 9076.60 9076.60


1106.51 110.65

Sub total = 10992.60 11187.25


Sundries

Rate per 10 Sqm = 12531.60 12753.50

I) GF FFBasic rate per M-20 Concrete ( as per data ) 1.75 cum 9626.70 9626.70


1173.57 117.36

Sub total = 11542.70 11744.06


Sundries

Rate per 10 Sqm = 13158.70 13388.30

J) GF FFBasic rate per M-20 Concrete ( as per data ) 1.80 cum 9901.75 9901.75


1207.10 120.71

Sub total = 11817.75 12022.46


Sundries

Rate per 10 Sqm = 13472.30 13705.60

K) GF FFBasic rate per M-20 Concrete ( as per data ) 1.85 cum 10176.79 10176.79


1240.63 124.06

Sub total = 12092.79 12300.85


Sundries

Rate per 10 Sqm = 13785.80 14023.00










L) GF FFBasic rate per M-20 Concrete ( as per data ) 2.00 cum 11001.94 11001.94


1341.22 134.12

Sub total = 12917.94 13136.06


Sundries

Rate per 10 Sqm = 14726.50 14975.20

BL

D-C

ST

N-2

-13

-C

17

A. MATERIALS:


Sand 1 cum 0.45 cum



B. LABOUR:




C. MACHINERY

1 hour 0.267 hour


A)GF FF

Basic rate per RCC M-20 Concrete ( as per data ) 0.0625 cum 343.89 343.89

Centering Charges 1 sqm 215.40 225.00

44.34 4.43

Sub total = 559.29 573.32


Sundries



RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, including centering, shuttering for CHAJJA / SUNSAHDES / SHELVE RACKS / PLATFORMS


RCC M-20 Nominal mix : CHAJJA / SUNSHADES (75mm/50mm) ( Avg. thcik 62.5mm)


Rate per 1 Sqm = 637.60 653.60

B)GF FF



62.07 6.21

Sub total = 696.84 712.65


Sundries

Rate per 1 Sqm = 794.40 812.50

BL

D-C

ST

N-2

-13

-C (S

up

pl.)

18

A. MATERIALS:


Sand 1 cum 0.45 cum



B. LABOUR:




C. MACHINERY

1 hour 0.267 hour


B)GF FF



RCC M-20 Nominal mix : CHAJJA / SUNSHADES (100mm/75mm) ( Avg. thcik 87.5mm)


Reinforced Cement Concrete ( 1:2:4 ) prop: nominal mix (Cement: fine aggregate: coarse aggregate) using 20mm size HBG (SS5) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as centering, shuttering, scaffolding, lift charges, machine mixing, laying concrete, curing concrete etc, complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 4021 & 403). FOR PLATFORM /SHELVES


RCC M-15 Nominal mix : PLATFORMS / SHELVE RACKS ( 50MM THICK)

354.71 35.47

Sub total = 4324.08 4443.55


Sundries

Rate per 10 Sqm = 4929.50 5065.70

C)GF FF



177.35 17.74

Sub total = 3082.04 3183.78


Sundries

Rate per 10 Sqm = 3513.60 3629.60

BL

D-C

ST

N-4

-9

19

Unit = 1cum

A. MATERIALS:


CR Stone 1 cum 0.44 cum

Ranom Rubble Stone 1 cum 0.50 cum

Trough Stones 1 cum 0.16 cum


B. LABOUR:




Sundries

Rate per 1 cum =


RCC M-15 Nominal mix : PLATFORMS / SHELVE RACKS ( 25MM THICK)


Random Rubble Stone Masonry, in CM (1:8) prop: (Cement: Sand) using hard granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)

BL

D-C

ST

N-5

-2

20

Unit = 10 Sqm

A. MATERIALS:

Cement 1 MT 14.40 kg


B. LABOUR:

Mason 2nd class 1 day 0.50 day



Sundries

Rate per 10 Sqm =

BL

D-C

ST

N-3

-1 (iv

)

21

Unit = 1cum

A. MATERIALS:

Bricks : 2nd Class traditional size 23x11x7cm 1000 Nos 512 Nos

Cement 1000 Kgs 48 kg


B. LABOUR:





Sundries

Basic Rate (Basement) =

Flush pointing to RR masonry in CM (1:4) prop: including cost and conveyance of all materials like cement, sand, water, etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixng mortor, finishing, curing etc., complete for finished item of work. (APSS 901, 906)

Brick Masonry with Cement Mortar (1:6) prop. (Cement : Sand ) using bricks second class or ground moulded (Non-Modular or Traditional) size 23x11x7cm from approved source having minimum crushing strength of 40kg/Sq.cm including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504)

BL

D-C

ST

N-3

-1 (v

)

22

Unit = 1cum

A. MATERIALS:


Cement 1000 Kgs 36.00 kg


B. LABOUR:




Basic Rate =Contractor's profit and overhead charges 14%

Sundries

Basic Rate (Basement) =

Brick Masonry CM (1:8) : Other floors GF FFBasic rate per 1 Cum ( as per data ) 1 cum 3402.58 3402.58

1 cum 210.78 304.69

744.42 74.44

Sub total = 3613.36 3781.71


Sundries

Rate per 1 cum = 4119.30 4311.20

Brick Masonry for panel walls in super structure, parapet walls with Cement Mortar (1:8) prop. (Cement : Sand ) using bricks second class or ground moulded (Non-Modular or Traditional) size 23x11x7cm from approved source having minimum crushing strength of 40kg/Sq.cm including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504)

Scaffolding Charges


BL

D-C

ST

N-3

-4 (S

up

pl.)

23

Unit : 10 Sqm

A. MATERIALS:


Cement Mortar (1:4) 1 cum 0.20 cum

B. LABOUR:




Basic Rate :: 10 Sqm =

R.B.M. CM (1:4) : Other floors GF FFBasic rate per 10 Sqm ( as per data ) 1 Sqm 397.94 397.94

1 Sqm 48.48 70.08

1101.90 110.19

Sub total = 446.42 578.21


Sundries

Rate per 1Sqm = 509.00 659.20

BL

D-C

ST

N-3

-3

24

unit : 10sqm

A. MATERIALS:


Cement 1000 Kgs 106.00 kg


B. LABOUR:


Reinforced Brick Masonary walls of 11.5cm in CM (1:4) using using second class traditional size bricks having a crushing strength of not less than 40kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges for finished item of work as per SS 509

Scaffolding Charges


11.5 cm wide Brick masonry for super-structure in cm (1:3) using second class traditional size bricks including cost of all materials, seigniorage charges, labour and all operations for constructing half brick masonry, mixing cement mortar, curing etc., complete for finished item of work, but excluding conveyance charges of materials.



Basic Rate (10 Sqm) =

11.5 cm wide Brick masonry CM (1:3) : Other floors GF FFBasic rate per 10 Sqm ( as per data ) 10 Sqm 4387.97 4387.97

10 Sqm 484.80 700.80

1101.90 110.19

Sub total = 4872.77 5198.96


Sundries

Rate per 10 Sqm = 5555.00 5926.90

BL

D-C

ST

N-6

-18

25

Unit : 1 Cum

A. MATERIALS:

No of blocks required for one cum of Masonry 1000 Nos 110 Nos


B. LABOUR:



Man & Women Mazdoor 1 day 2.80 day

Basic Rate (1Cum) =

Flyash blocks Masonry (1:8) : Other floors GF FFBasic rate per 1 Cum ( as per data ) 1 cum 2873.70 2873.70

1 cum 210.78 304.69

960.90 96.09

Sub total = 3084.48 3274.48


Sundries

Rate per 1 Cum = 3516.40 3733.00

Scaffolding Charges


Masonry work in CM (1:8) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Scaffolding Charges

Lift Charges (10% on labour charges) on Rs.

BL

D-C

ST

N-2

-18

26

Unit = MT

(a) Material1 MT 1.05 MT

Binding wire 1 kg 6.00 kg

1 day 10.00 day

Mazdoor (Unskilled) 1 day 10.00 day

Sundries on Material

Rate per 1 MT =

HYSD bar reinforcemen : Rate for other Floors GF FFBasic Rate P.C.C(1:1.5:3) per Cum ( as per data) 1 MT 50660.66 50660.66

6180.00 618.00

Sub total = 50660.66 51278.66


Sundries

Rate per 1 MT = 57753.20 58457.70

BL

D-C

ST

N-2

-20

27

Unit = MT

(a) Material1 MT 1.05 MT

Binding wire 1 kg 6.00 kg

1 day 2.00 day

Supplying, fitting and placing HYSD bar reinforcement as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost and conveycne of bars to site of work, binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, tying, placing in position with cover blocks etc., complete for finished item of work (APSS No.126)

As per Revision and updation of A.P. Revised Standard Data vide proceedings No. CEB/TA8/AEE3/SSR : 2010-

11, D : 21.01.2011

HYSD bars including 5 per cent for overlaps and wastage

(b) Labour for cutting, bending, shifting to site, tying and placing in position

Blacksmith / Bar bender


Supplying, fitting and placing M.S. bar (6mm) reinforcement as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost and conveycne of bars to site of work, binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, tying, placing in position with cover blocks etc., complete for finished item of work (APSS No.126)

M.S. bars 6mm including 5 per cent for overlaps and wastage

(b) Labour for cutting, bending, shifting to site, tying and placing in position

Blacksmith / Bar bender

Mazdoor (Unskilled) 1 day 6.40 day

Sundries on Material

Rate per 1 MT =

M.S. bar (6mm) reinforcemen : Rate for other Floors GF FFBasic Rate P.C.C(1:1.5:3) per Cum ( as per data) 1 MT 44751.86 44751.86

2371.20 237.12

Sub total = 44751.86 44988.98


Sundries

Rate per 1 MT = 51017.20 51287.50

BL

D-C

ST

N-6

-10

28

Unit = 10 sqm

A. MATERIALS:

Base Coat in CM (1:6), 8 mm thick

Cement 1000 kg 26.40 kg


Top Coat in CM (1:4), 4 mm thick



B. LABOUR:




Sundries

Basic rate =

Ceiling Plastering 12mm thick - Two coats GF FFBasic rate ( as per data ) 10 Sqm 2150.08 2150.08

10 Sqm 97.50 140.00

1680.30 168.03

Sub total = 2247.58 2458.11


Ornamental Ceiling Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)

Sacffolding Charges



Sundries

Rate per 10 Sqm = 2562.30 2802.30

BL

D-C

ST

N-6

-10

29

Unit = 10 sqm

A. MATERIALS:







B. LABOUR:




Basic rate =

Plastering 12mm thick - Two coats GF FFBasic rate ( as per data ) 10 Sqm 2150.08 2150.08

10 Sqm 48.50 70.10

1680.30 168.03

Sub total = 2198.58 2388.21


Sundries

Rate per 10 Sqm = 2506.40 2722.60

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

Sacffolding Charges


BL

D-C

ST

N-6

-9

30

Unit = 10 sqm

A. MATERIALS:







B. LABOUR:




Basic rate =

Plastering 20mm thick - Two coats GF FFBasic rate ( as per data ) 10 Sqm 2356.82 2356.82

10 Sqm 48.50 70.10

1680.30 168.03

Sub total = 2405.32 2594.95


Sundries

Rate per 10 Sqm = 2742.10 2958.30

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (SS 901,903 & 904)

Sacffolding Charges


BL

D-C

ST

N-6

-3

31

Unit = 10 sqm

A. MATERIALS:

Cement Mortor (1:5) 1 cum 0.15 cum

Seigniorage charges for F.A 1 cum 0.15 cum

B. LABOUR:



Basic rate =

Plastering 12mm thick - Single coat GF FFBasic rate ( as per data ) 10 Sqm 880.34 880.34

10 Sqm 48.50 70.10

377.40 37.74

Sub total = 928.84 988.18


Sundries

Rate per 10 Sqm = 1058.90 1126.60

BL

D-C

ST

N-6

-7

32

Unit = 10 sqm

A. MATERIALS:


Seigniorage charges for F.A 1 cum 0.21 cum

B. LABOUR:

Plastering 12mm thick single coat in CM (1:5) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for even Surfaces of Brick Wall for finished item of work. (SS 901,903 & 904)

Sacffolding Charges


Plastering 20mm thick single coat in CM (1:5) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (SS 901,903 & 904)



Basic rate =

Plastering 20mm thick - Single coat GF FFBasic rate ( as per data ) 10 Sqm 1292.52 1292.52

10 Sqm 48.50 70.10

588.40 58.84

Sub total = 1341.02 1421.46


Sundries

Rate per 10 Sqm = 1528.80 1620.50

BL

D-C

ST

N-8

-25

33

A. MATERIALS:

Cement Mortar 1:3 1 Cum 0.21 cum

Water proof compound 1 Kg 2 kg

B. LABOUR



Mazdoor (unskiled) 1 day 3.70 day

Basic rate =

Impervious coat CM (1:3) 20mm thick GF FFBasic rate ( as per data ) 2628.23 2628.23

1660.80 166.08

Sub total = 2628.23 2794.31


Sacffolding Charges


Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).


Sundries

Rate per 10 Sqm = 2996.20 3185.60

BL

D-C

ST

N-7

-1

34

Unit = 10 sqm

A. MATERIALS:

10 sqm 11.00 sqm

Cement for CM (1:8) proportion for base coat 1000 kg. 21.60 kg.

Cement for slurry 1000 kg. 33.00 kg.

Cement for Jointing 1000 kg. 20.00 kg.

Sand for CM (1:8) proportion 1 cum 0.12 cum

B. LABOUR:




Add water charges 1% on Labour 1%

Basic Rate =

Flooring - Polished Shahabad / Tandur Slabs GF FFBasic rate ( as per data ) 10 Sqm 3947.66 3947.66

1625.28 162.53

Sub total = 3947.66 4110.19


Sundries

Rate per 10 Sqm = 4500.40 4685.70

Flooring with Polished Shahabad / Tandur stones slabs of 15 to 18 mm thick set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials. (APSS No.703 & 701)

Polished Shahabad / Tandur stones slabs of 15 to 18 mm thick


BL

D-C

ST

N-7

-23

35

Unit = 10 sqm

A. MATERIALS:

10 sqm 10.10 sqm




B. LABOUR:





Basic Rate =

Skirting - Polished Shahabad / Tandur stones slabs GF FFBasic rate ( as per data ) 10 Sqm 4097.24 4097.24

1827.00 182.70

Sub total = 4097.24 4279.94


Sundries

Rate per 10 Sqm = 4670.90 4879.20B

LD

-CS

TN

-7-2

36

Unit = 10 sqm

Providing skirting to internal walls to 15 cm height/risers of steps with 15mm to 18mm thick polished Shahabad stone length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like Shahabad stone, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Polished Shahabad / Tandur stones slabs of 15 to 18 mm thick


Flooring with Shahabad / Tandur Rough Stone Slabs of minimum 40mm thick set over a base coat of CM (1:8), 12mm thick and pointing with CM (1:3) to full depth of flooring slabs, including cost and conveyance of all materials like flooring stones, cement, sand, water etc., to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc.,c omplete for finished itme of work (APSS No. 703,701)

A. MATERIALS:

Shahabad / Tandu Rough stone slabs (40 mm) 10 sqm 10.50 sqm


Cement for CM 1:3 proportion for pointing 1000 kg. 9.60 kg.



B. LABOUR:




Add water charges @ 1%

Contractor's profit and overhead charges @ 14%

Sundries

Rate per 10 Sqm =

BL

D-C

ST

N-7

-1

37

Unit = 10 sqm

A. MATERIALS:

Polished Black Kadapa Slabs 15mm thick 10 sqm 10.10 sqm



Cement for Jointing 1000 kg. 20.00 kg.


B. LABOUR:





Basic Rate =

Flooring - Polished Black Kadapa Slabs GF FFBasic rate ( as per data ) 10 Sqm 3543.14 3543.14

1625.28 162.53

Sub total = 3543.14 3705.67

Flooring with 15mm thick Polished Black Kadapa Slabs set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials. (APSS No.703 & 701)



Sundries

Rate per 10 Sqm = 4039.20 4224.50

BL

D-C

ST

N-7

-22

38

Unit = 10 sqm

A. MATERIALS:

Polished Black Kadapa Slabs 15mm thick 10 sqm 10.10 sqm




B. LABOUR:





Basic Rate =

Skirting - Polished Black Kadapa Slabs GF FFBasic rate ( as per data ) 10 Sqm 3832.32 3832.32

1827.00 182.70

Sub total = 3832.32 4015.02


Sundries

Rate per 10 Sqm = 4368.90 4577.20

Providing skirting to internal walls to 15 cm height/risers of steps with 15 mm thick Polished Black Kadapa Slabs length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like Shahabad stone, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work.


BL

D-C

ST

N-7

-2

39

Unit = 10 sqm

A. MATERIALS:

Kadapa slab 40 mm thick 1 sqm 10.50 sqm





B. LABOUR:




Add water charges @ 1%


Sundries

Rate per 10 Sqm =

BL

D-C

ST

N-7

-2 (S

up

pl.)

40

Unit = 10 sqm

A. MATERIALS:

Kadapa slab 40 mm thick 1 sqm 10.50 sqm

Cement for CM (1:8) proportion for base coat


Sand for CM (1:8) proportion


B. LABOUR:




Add water charges 1% 1%

Flooring with 40 mm thick Kadapa Rough stone slabs, set over base coat of cement mortar (1:8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Flooring with 40 mm thick Rough Kadapa slabs, set over already laid sand bed, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.


Rate per 10 Sqm =BL

D-C

ST

N-7

-13

41

GRADED METAL for Granolithic Work

Coarse aggregate 6mm ( 20% of 0.90cum) 1 cum 0.18 cum



Average rate of 6-12mm Coarse aggregate =

Unit = 10 sqm

A. MATERIALS:

Coarse aggregate 6-12 mm ( rate as above) 1 cum 0.90 cum

Cement 1000 Kg 120 Kg


B. LABOUR:






Add : Cost of PCC (1:5:10) as per data above 1 cum 1.00 cum

Basic Rate per 10 Sqm =

Gronolithie Concrete Flooring 20 mm thick GF FFBasic rate ( as per data ) 10 Sqm 7716.30 7716.30

1220.22 122.02

Sub total = 7716.30 7838.32


Sundries

Rate per 10 Sqm = 8796.60 8935.70

In - situ - Granolithic Concrete Flooring 20mm thick with CC (1:1:2) Prop: using 6mm to 12mm size HBG machine crushed metal laid monolithically over 100mm thick CC flooring bed (1:5:10) with 40mm HBG metal in alternate panels of size not exceeding 1.50m x 1.50m and finishing the top surface to required smoothness and slopes, thread lining as directed by the Engineer - in - charge including cost and conveyance of all materials like cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement concrete, laying, curing, lift charges etc., complete for finished item of work (APSS No.701 & 710)


BL

D-C

ST

N-7

-6

42

Unit = 10 sqm

A. MATERIALS:

Ceramic tiles 1 sqm 10.50 sqm



White cement (BMS-W.68) 1 kg. 2.00 kg.

Sand for CM (1:8) 1 cum 0.12 cum

B. LABOUR






Total cost for 10 sqm =

BL

D-C

ST

N-7

-6 (S

up

pl.)

43

Unit = 10 sqm

A. MATERIALS:

White Glazed tiles 1 sqm 10.50 sqm



White cement 1 kg. 2.00 kg.

Sand for CM (1:5) 1 cum 0.12 cum

B. LABOUR



Flooring with ceramic tiles, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work. APSS No.701 & 707) but excluding cost of CC bed

Dadooing to walls with Glazed Tiles, set over a base coat of C.M (1:5) proportion, 12mm thick and neat grey cement slurry of honey like consistency, spread at the rate of 3.3kgs per sqm and jointed with white cement or coloured cement to match the shade of the tiles, including cost and conveyance of all materials like ement,sand, water, tiles, coloured cement etc., to site, cost of seigniorage on materials and all labour charges for mixing of cement mortar, laying glazed tiles to level, curing etc., complete for finished item of work. (APSS No.701 & 707)





BL

D-C

ST

N-6

-10

(Su

pp

l.)

44

Unit = 10 sqm

A. MATERIALS:







B. LABOUR:




Basic rate ( Sub Data for RCM facia) =

BL

D-C

ST

N-6

-11

45

Unit = 10 sqm

A. MATERIALS:

Rabbit wire mesh (1.0 M panna for 0.6 M drop) 1 Sqm 13.30 sqm

Cement Mortar 1:3 for 25 mm thick 1 Cum 0.25 Cum

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:4) and top coat of 4mm thick in CM (1:2) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)

RCM facia 5cm thick in CM (1:3) for drop walls, fins with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara sponge finishing, including cost & conveyance of all materials to site, seigniorage charges, sales & other taxes on all materials, operational & incidental, cost and conveyance of cement, wire mesh, water to work site, centering, scaffolding and form work, lift charges etc., complete for finished items of work but excluding cost of steel & its fabrication charges, for finished item of work. (APSS No.403 & 903)

Dry Cement for making Lumps 1000 kg. 50.00 kg.

10 Sqm 21.80 sqm

# Excluding HYSD Steel/ Mild steel & Binding wire

B. LABOUR


Miller Operator 1 day 1.00 day


C. MACHINERY

Machine Mixing Mortar with Miller - Hire charges 1 Hrs. 2.00 Hrs.

Basic Rate per 10 Sqm =

RCM facia 5cm thick in CM (1:3) for drop walls, fins GF FFBasic rate ( as per data ) 10 Sqm 12741.21 12741.21

10 Sqm 48.50 70.10

5658.00 565.80

Sub total = 12789.71 13377.11


Sundries

Rate per 10 Sqm = 14580.30 15250.00

SO

R-D

AT

A

46

A. MATERIALS :

50mm thick RCM Jali 1 Sqm 1 Sqm


Rate per 1 Sqm =

BL

D-C

ST

N-9

-547

Unit: 10 sqm

A. MATERIALS :

Surya Cem or equivalent quality 1 Kg 2 kg

L.S L.S

B. LABOUR

12 mm Plastering 2 coats in1:4 & 1:2 cm both sides ( as per data above )

Sacffolding Charges


Supply and fixing of 50mm thick RCM Jali Ventilators using nominal reinforcement as per approved design with CM (1:3) & top surface rendered smooth with neat cement including cost and conveyance of all materials to work site, labour charges, curing, seigniorage charges etc, complete for finished item of work.

White washing two coats with whiting (Suryacem) of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work.

Gum, conjee water, or prickly pear juice including necessary fire wood

Painter (1st class) 1 day 0.06 day

Painter (2nd class) 1 day 0.15 day


Sundries including brushes, ladders, etc., 1%



BL

D-C

ST

N-9

-8

48

Unit: 10 sqm

Rate for "White Washing" two coats 10 Sqm 10 Sqm

Add: For Colours, etc., (50 percent of above rate) 50%


BL

D-C

ST

N-1

0-5

49

Unit: 10 sqm

A. MATERIALS :

Primery Coat

Cost of Cement Primer Grade –I (BMT-J.01) 1 kg 1 kg

Two coats

Cement Paint at 3 sqm., per kg (BMT-J.24) 1 kg 3.50 kg

B. LABOUR

Primery Coat

1st class painter 1 day 0.21 day

2nd class painter 1 day 0.49 day

Two coats




Sundries including brushes, etc., 1%

Colour washing two coats (Suryacem) of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials and mixed with colour pigment including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work.

Painting to new walls with 2 coats of water proof cement paint (Snowcem) of apporved brand and shade over a base coat of approved cement primer grade-I making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work (APSS No. 912)



50

Unit: 10 sqm

A. MATERIALS :

Synthetic Enamel paint Grade-1 1 Lts. 1.10 Lts.

B. LABOUR



Sundries including brushes, soap, putty etc.,


Sundries


51

Unit: 10 sqm

A. MATERIALS :

Wood Primer Grade-I 1 Lit. 0.70 Lit

B. LABOUR




Sundries

Total cost for 10 sqm =52

Unit: 10 sqm

A. MATERIALS :


BL

D-C

ST

N-1

0-1

2

(v) Painting to New Iron work with two coats of ready

mixed synthetic enamel paint first quality all shades over an existing steel primer including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).

BL

D-C

ST

N-1

0-

6

Painting, Priming Coat on New Wood Work with wood primer grade-1 including cost and conveyance of all materials to site and all labour charges etc., complete for finished item of work. (APSS No. 1201 & 1212).

BL

D-C

ST

N-1

0-1

2

(iii) Painting with Synthetic Enamel paints - Two Coats - for New Wood Work after thouroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work. (APSS No. 1201 & 1212).

B. LABOUR





Sundries


SO

R-D

AT

A

53

Cost of Primery Coat ( Rate as above) 10 Sqm 10 Sqm

Cost of Two Coats ( Rate as above) 10 Sqm 10 Sqm

Sundries


BL

D-C

ST

N-1

0-4

54

Unit: 10 sqm

A. MATERIALS :

Cement Paint at 3 sqm., per kg 1 Kg 3.50 kg

B. LABOUR

Painter (1st class) 1 day 0.15 day

Painter (2nd class) 1 day 0.35 day


Sundries including brushes, ladders, etc., 1%



Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coat Primar after thouroughky brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).

Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint 2 Coats (All Colours) after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work.

BL

D-C

ST

N-1

0-1

55

Unit: 10 sqm

A. MATERIALS :

Primery Coat

Cost of Cement Primer Grade –I 1 kg 0.50 kg

Two coats

Cost of washable Oil Bound Distemper 1 kg 1.70 kg

B. LABOUR

Primery Coat



Two coats





56

Unit: 10 sqm

A. MATERIALS :


B. LABOUR





Sundries


Painting to new walls with 2 coats of ready mixed oil bound wahsable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for internal walls

BL

D-C

ST

N-1

0-1

2

(iv) Painting with Synthetic Enamel paints - Two

Coats - for Old Wood Work after thouroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work. (APSS No. 1201 & 1212).

57

Unit: 10 sqm

A. MATERIALS :

Synthetic Enamel paint Grade-1 ( BMT-J-30) 1 Lts. 0.90 Lts.

B. LABOUR





Sundries

Total cost for 10 sqm =SO

R-D

AT

A

58

Rate as per SSR P.No. 18 ( BMT-F.30) 1 Sqm 1 Sqm


Rate per 1 Sqm =

59

A. MATERIALS:

6 mm thick corrugated AC sheets 1 Sqm 10.50 Sqm

8 mm dia G.I ‘J’ bolts & nuts (BMS-W.64) 1 Nos 22.03 Nos

G.I washers (BMS-W.65) 1 Nos 22.03 Nos

Bitumen washers (BMS-W.67) 1 Nos 22.03 Nos

B. LABOUR

BL

D-C

ST

N-1

0-1

2

(vi) Painting with Synthetic Enamel paints - Two

Coats - for Old Iron Work after thouroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work. (APSS No. 1201 & 1212).

Supplying & fixing collapsible steel shutters with vertical, double channel of 20 x10x2 mm of 100 mm centre ,Bracers with flat iron 40x40x6 mm with 38 mm dia steel pulleys, the top, bottom and side vertical frames of the collapsible gate with 65x65mmx8mm MS Angle and middle guide rail at site height with 65mmx8mm MS flat for the pulleys to guide and fixed with necessary hold fasts, bolts, nuts, rivets, locking arrangements, stoppers, handles, all accessories all fixtures and painted with one coat of approved steel primer etc., complete for finished item of work.

BL

D-C

ST

N-8

-4

(Su

pp

l.)

Roofing with 6 mm thick corrugated asbestos cement sheets, fixing with G.I ‘J’ bolts & nuts 8 mm dia G.I plain washers complete including seigniorage charges etc., complete for finished item of work, but excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials – upto 600 pitch.

Carpenter II class 1 day 0.43 day

Man mazdoor 1 day 0.54 day

Sundries including 50 x 6 mm iron wind ties white lead etc. LS

LS


Rate per 10 sqm =

SO

R-D

AT

A

60

A. MATERIALS:

Rate of M.S.Tubes & Pipes 1 Kg 1 Kg

B. LABOUR

Fabrication Chages 1 Kg 1 Kg

Fixing Chages 1 Kg 1 Kg


Sundries

Rate per 1 Kg =

OB

SE

RV

ED

-DA

TA

61

Unit = 1 RmtTaken output = 3 RmtA. MATERIALS :110mm dia PVC Pipe (P.No. 345, S.No.1) 1 Rmt 3 RmtCost of P.V.C.Bend (BMW-G.60) P.No. 116 1 No 1 No

1 No 1 No

Cost of Pipe Clips (BMW-G.106) P.No. 117 1 No 3 NoB. LABOUR :1st Class Plumber 1 day 0.30 day2nd class Plumber 1 day 0.70 dayMan mazdoor 1 day 1.00 dayContractor's profit and overhead charges 14%Sundries

Rate per 3 Rmt =

Add for Standard specification 1mm. Thick ridging and 1.25 mm thick sheet vallyes when such are required for a particular work. Average allowance for 10 sqm roofing.

Supply and Fixing of M.S.Tubes & Pipes including cost and conveyance of material to site, including cost of welding rods, power charges, fixing in position and all labour charges etc. complete as per standard specification.

Supply and Fixing of 110mm dia ISI mark PVC pipe for rain water spouts of 2.5mm thick including cost of necessary PVC bends, shoes and M.S. clamps and all other accessaries and fixing in position including cost and conveyance of all materials to site ,sales and other taxes on all materials, all operational, incidental and labour cahrges such as fixing in alignment etc., complete for finished item of work.

Cost PVC shoe (45 dig. Bend) (BMW-G.63) P.No. 116

FOR ALL FLOORS, Rate per 1 Rmt =

OB

SE

RV

ED

-DA

TA

62

Unit = 1 sqm

SUB-DATAS a) Plastering : CM (1:2), 12 mm thick ( for Base coat)

Cost of Cement Mortar (1:2) 1 cum 0.15 cumMason 1st class 1 day 0.60 dayMazdoor (unskilled) 1 day 0.96 dayRate per 10 Sqm =

b) Plastering : CM (1:2), 20 mm thick ( Border )Cost of Cement Mortar (1:2) 1 cum 0.21 cumMason 1st class 1 day 0.60 dayMazdoor (unskilled) 1 day 0.96 dayRate per 10 Sqm =

c) 3mm top coat with cement green oxide powder (1:1)Cost of Cement for (1:1) 1000 kg. 3.50 kg.Cost of Green Oxide for (1:1) 1 kg. 15.00 kg.Mason 1st class 1 day 0.60 dayMazdoor (unskilled) 1 day 0.96 dayRate per 10 Sqm =

d) Painting Singl Coat ( Green Chalk board painting )Cost of Chalk Board Paint 1 Lit. 1.10 Lit.1st Class Painter 1 day 0.33 day2nd Class Painter 1 day 0.77 dayRate per 10 Sqm =

MAIN-DATA :: Green Chalk Boarda) Plastering : CM (1:2), 12 mm thick ( for Base coat) 10 Sqm 4.03 Sqm

b) Plastering : CM (1:2), 20 mm thick ( Border ) 10 Sqm 0.43 Sqmc) 10 Sqm 3.60 Sqm

d) Painting Singl Coat ( Green Chalk board painting ) 10 Sqm 4.03 Sqm


Making Green Chalk Board of size 3.00 x 1.20 Mts including border with plastering in CM (1:2) 12mm thick as base coat and 3mm top coat with cement green oxide powder (1:1) and making border in CM (1:2) of 50 x 20mm thick allround the chalk board over existing plastered surface and painting the chalk board surface with chalk board paint as per direction of Enginer-in-Charge including cost, conveyance of all materials, sales and other taxes on cost of all materials and all operational, incidental and labour charges etc. complete for finished item of work.

Out put = 3.00 x 1.20 mts ( Excluding Border = 3.60Sqm & Including Border : 4.03Sqm)

3mm top coat with cement & green oxide powder (1:1)

Cost for 3.60 sqm =

Rate per 1.00 sqm =

SO

R-D

AT

A

63

A. MATERIALS:

1000 Kg 1 Kg

B. LABOUR

Fabrication Chages 1 Kg 1 Kg

Fixing Chages 1 Kg 1 Kg


Sundries

Rate per 1 Kg =

64

A. MATERIALS :

RCM baffle wall (BMW-I.95) P.No. 125 1 Sqm 1 Sqm


Rate per 1 Sqm =

Supply and Fixing of Mild Steel Grills / Gates (i.e. Angles, Chanels, Rods & Flats ) including cost and conveyance of material to site, including cost of welding rods, power charges, fixing in position and all labour charges etc. complete as per standard specification.

Mild Steel (i.e. Angles, Chanels, Rods & Flats) Rate as per lead

SO

R-

DA

TA

Cost. 50.8 mm thick RCM baffle wall with 2.267 Kg steel & rabbit wire mesh in CM 1:3 with fine rendering in neat cement labour charges Only

65

Door Size : 1.52m x 2.13m = 3.24 Sqm.THEORITICAL REQUIREMENT

a)

Verticals : 1 x 2 x 2.17 = 4.34 Rmt

Horizontals : 1 x 1 x 1.52 Rmt = 1.52 Rmt

Total = 5.86 Rmt

b) Flush door shutters 30 mmthick

Shutter size : 1 x 2 x 0.72 x 2.09 = 3.01 Sqm

Total = 3.01 Sqm

c) Filling of Hollow Section with PCC (1:3:6)

Filling : 1 x 1 x 5.86 x 0.05 x 0.075 = 0.022 Cum

Total = 0.022 Cum

ABSTRACTa) 1 Rmt 5.86 Rmt

b) 1 Sqm 3.01 Sqm

c) Filling of Hollow Section with PCC (1:3:6) 1 Cum 0.022 Cum

M.S."Z" type Hold fasts 300mm long (MR) 1 No 6 Nos

M.S. PC Butt Hinges - 125mm long (BMT-G.29) 1 No 6 Nos

SOR-DATA

Supplying & fixing of 1.52 x 2.13 Mts. (Double Leaf) Door frame made of roll formed section of 1.25 mm thick CRCA section, size should be 50 x 75 mm with 32 mm rebate. The corner of the frame should be welded. The frame should be painted with one coat of primer and finished painted with pure polyester paint. The frame should be provided with approved quality M.S.Powder coated butt hinges IS 205 125mm long of 6 Nos. along with Double flush door shutters solid bond wood block board type with commercial ply on both faces of 30mm thick including fixtures such as Mild Steel "Z" type Hold Fasts 6 Nos., M.S.Powder coated tower bolts I.S. 204, 300 mm long and 10mm BOLT dia 2Nos, M.S.Powder coated handles IS 208 125mm long 4No, M.S.Powder coated Aldrop IS 2681 300mm long 1No., M.S.Powder coated Door Stoper 2No., sales and other taxes cost and conveyance of all materials to site, all labour cahrges such as making of door frame, fixing in position,fixing of shutters, & hard ware fixtures, etc.,complete for finished item of work.

Door frame made of roll formed section of 1.25 mm thick CRCA section

Door frame made of roll formed section of 1.25 mm thick CRCA section, size should be 50 x 75 mm with 32 mm rebate. (BMT-N.56)

Flush door shutters, solid bond wood block board type with commercial ply on both faces.: 30 mmthick conforming to IS:2202 of ANAND/ RAAVILA/ KUTTY/ STANDARD/ SHUBHDWAR/ITP (BMT-N.16)

M.S. PC Tower bolts-300mm long (BMT-G.18) 1 No 2 Nos

M.S. PC Aldrop - 300mm long (BMT-G.45) 1 No 1 Nos

M.S. PC Door Handle-125mm long (BMT-G.35) 1 No 4 Nos

M.S. PC Door Stoppers (BMT-G.53) 1 No 2 Nos

1 Sqm 3.01 Sqm

Overheads & Contractors Profit on 14%

Rounding off

Rate per Each (Door : 1.52m x 2.13m) =

66


a)



Total = 5.56 Rmt



Total = 2.38 Sqm


Filling : 1 x 1 x 5.56 x 0.05 x 0.075 = 0.021 Cum

Total = 0.021 Cum

Labour charges for fixing Flush door shutters of any thickness to the existing door frame including fixing the fixtures to the door shutter excluding cost of shutter (BMM-V.23) P.No. 83

SOR-DATA




b) 1 Sqm 2.38 Sqm








1 Sqm 2.38 Sqm


Rounding off


67





SOR-DATA

Supplying & fixing of Door of size 1.06 x 2.13 Mts. (Single Leaf), with door frame made of roll formed section of 1.25 mm thick CRCA section, size should be 50 x 75 mm with 32 mm rebate. The corner of the frame should be welded. The frame should be painted with one coat of primer and finished painted with pure polyester paint. The frame should be provided with approved quality M.S.Powder coated butt hinges IS 205 125mm long of 3 Nos. along with Single flush door shutters solid bond wood block board type with commercial ply on both faces of 30mm thick including fixtures such as Mild Steel "Z" type Hold Fasts 6 Nos., M.S.Powder coated tower bolts I.S. 204, 300 mm long and 10mm BOLT dia 2Nos, M.S.Powder coated Door Handles IS 208 125mm long 2Nos, M.S.Powder coated Aldrop IS 2681 300mm long 1No., M.S.Powder coated Door Stoper 1No., sales and other taxes cost and conveyance of all materials to site, all labour charges such as making of door frame, fixing in position,fixing of shutters, & hard ware fixtures, etc.,complete for finished item of work. The frame should be embedded to a depth of 40mm in the flooring.

a)



Total = 5.40 Rmt



Total = 2.07 Sqm


Filling : 1 x 1 x 5.40 x 0.05 x 0.075 = 0.020 Cum

Total = 0.020 Cum


b) 1 Sqm 2.07 Sqm








1 Sqm 2.07 Sqm


Rounding off






68


a)



Total = 5.24 Rmt



Total = 1.73 Sqm


Filling : 1 x 1 x 5.24 x 0.05 x 0.075 = 0.020 Cum

Total = 0.020 Cum


b) 1 Sqm 1.73 Sqm




SOR-DATA









1 Sqm 1.73 Sqm


Rounding off


69


a)



Total = 5.12 Rmt



Total = 1.42 Sqm


Filling : 1 x 1 x 5.02 x 0.05 x 0.075 = 0.02 Cum


SOR-DATA

Supplying & fixing of Door of size 0.76 x 2.13 Mts. (Single Leaf), with door frame made of roll formed section of 1.25 mm thick CRCA section, size should be 50 x 75 mm with 32 mm rebate. The corner of the frame should be welded. The frame should be painted with one coat of primer and finished painted with pure polyester paint. The frame should be provided with approved quality M.S.Powder coated butt hinges IS 205 125mm long of 3 Nos. including all taxes complete for finished item of work. along with Single flush door shutters solid bond wood block board type with commercial ply on both faces of 30mm thick including fixtures such as Mild Steel "Z" type Hold Fasts 6 Nos., M.S.Powder coated tower bolts I.S. 204, 200 mm long and 10mm BOLT dia 1No, M.S.Powder coated Door Handles IS 208 125mm long 2Nos, M.S.Powder coated Aldrop IS 2681 200mm long 1No., and providing Alluminium "U" shaped Shoe Plate of 1.20Mt height at inside and 0.30Mt. height at outside sales and other taxes cost and conveyance of all materials to site, all labour charges such as making of door frame, fixing in position,fixing of shutters, & hard ware fixtures, etc.,complete for finished item of work. The frame should be embedded to a depth of 40mm in the flooring.


Total = 0.02 Cum

d) Alluminium Shoe plate

Bottom : 1 x 1 x 0.68 x 1.54 = 1.05 Sqm

Total = 1.05 Sqm


b) 1 Sqm 1.42 Sqm


d) Alluminium Shoe plate (BMS-W.18) 1 Sqm 1.05 Sqm






1 Sqm 1.42 Sqm


Rounding off





70


a)



Total = 5.26 Rmt



Total = 2.21 Sqm


Filling : 1 x 1 x 5.26 x 0.05 x 0.075 = 0.020 Cum

Total = 0.020 Cum


b) 1 Sqm 2.21 Sqm



SOR-DATA










1 Sqm 2.21 Sqm


Rounding off


71


a)



Total = 5.10 Rmt



Total = 1.92 Sqm



SOR-DATA

Supplying & fixing of Door of size 1.06 x 1.98 Mts. (Single Leaf), with door frame made of roll formed section of 1.25 mm thick CRCA section, size should be 50 x 75 mm with 32 mm rebate. The corner of the frame should be welded. The frame should be painted with one coat of primer and finished painted with pure polyester paint. The frame should be provided with approved quality M.S.Powder coated butt hinges IS 205 125mm long of 3 Nos. including all taxes complete for finished item of work. along with Single flush door shutters solid bond wood block board type with commercial ply on both faces of 30mm thick including fixtures such as Mild Steel "Z" type Hold Fasts 6 Nos., M.S.Powder coated tower bolts I.S. 204, 300 mm long and 10mm BOLT dia 2Nos, M.S.Powder coated Door Handles IS 208 125mm long 2Nos, M.S.Powder coated Aldrop IS 2681 300mm long 1No., M.S.Powder coated Door Stoper 1No., sales and other taxes cost and conveyance of all materials to site, all labour charges such as making of door frame, fixing in position,fixing of shutters, & hard ware fixtures, etc.,complete for finished item of work. The frame should be embedded to a depth of 40mm in the flooring.


Filling : 1 x 1 x 5.10 x 0.05 x 0.075 = 0.019 Cum

Total = 0.019 Cum


b) 1 Sqm 1.92 Sqm








1 Sqm 1.92 Sqm


Rounding off


72




SOR-DATA



a)



Total = 4.94 Rmt



Total = 1.61 Sqm


Filling : 1 x 1 x 4.94 x 0.05 x 0.075 = 0.019 Cum

Total = 0.019 Cum


b) 1 Sqm 1.61 Sqm








1 Sqm 1.61 Sqm


Rounding off






73


a)



Total = 4.80 Rmt



Total = 1.32 Sqm


Filling : 1 x 1 x 4.80 x 0.05 x 0.075 = 0.018 Cum

Total = 0.018 Cum

d) Alluminium Shoe plate

Bottom : 1 x 1 x 0.68 x 1.54 = 1.05 Sqm

Total = 1.05 Sqm


SOR-DATA

Supplying & fixing of Door of size 0.76 x 1.98 Mts. (Single Leaf), with door frame made of roll formed section of 1.25 mm thick CRCA section, size should be 50 x 75 mm with 32 mm rebate. The corner of the frame should be welded. The frame should be painted with one coat of primer and finished painted with pure polyester paint. The frame should be provided with approved quality M.S.Powder coated butt hinges IS 205 125mm long of 3 Nos. including all taxes complete for finished item of work. along with Single flush door shutters solid bond wood block board type with commercial ply on both faces of 30mm thick including fixtures such as Mild Steel "Z" type Hold Fasts 6 Nos., M.S.Powder coated tower bolts I.S. 204, 200 mm long and 10mm BOLT dia 1No, M.S.Powder coated Door Handles IS 208 125mm long 2Nos, M.S.Powder coated Aldrop IS 2681 200mm long 1No., and providing Alluminium "U" shaped Shoe Plate of 1.20Mt height at inside and 0.30Mt. height at outside sales and other taxes cost and conveyance of all materials to site, all labour charges such as making of door frame, fixing in position,fixing of shutters, & hard ware fixtures, etc.,complete for finished item of work. The frame should be embedded to a depth of 40mm in the flooring.



b) 1 Sqm 1.32 Sqm


d) Alluminium Shoe plate (BMS-W.18) 1 Sqm 1.05 Sqm






1 Sqm 1.32 Sqm


Rounding off


74

Unit: 10 sqm

A. MATERIALS :

Red Oxide Iron Primer Paint Grade -1 1 Lts. 0.70 Lts.

B. LABOUR




Sundries

Total cost for 10 sqm =S

OR

-DA

TA

75

VENTILATOR SIZE :: 1.52 X 0.45 =THEORITICAL REQUIREMENT

a) Ventilator Outer Frame of Rolled Steel Equal Angle ISA 2525 -25mm x 25mm x4mm



BL

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N-1

0-

7

Painting, Priming Coat on New Iron Work with Red Oxide Iron Primer Paint Grade-I including cost and conveyance of all materials to site and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).

Supply and fixing of M.S.Grill Ventilators of size 1.52mx0.45m with outer angular frame of rolled steel equal angle of ISA 2525 of size 25mm x 25mm x 4mm welded with safety bars of 10mm square rods at 100mm centre to centre horizontally and verticlally including red oxide primer of grade-I quality, sales and other taxes, cost and conveyance of all materials to site, all labour charges, and fixing in position etc., complete for finished item of work.

Verticals (L -Angle) = 3 0.45 1.35 RmtHorizontals (L-Angle) = 2 1.52 3.04 Rmt

Hold Fasts = 2 0.23 0.46 RmtTotal (a) Rmt. = 4.85 Rmt

Equivalent Weight : - 1.40 kg / 1Rmt = 1.40 Kgs

Total Weight (a) = 6.79 Kgs

b) Safety bars : 10mm square rodsHorizontals = 5 1.52 7.60 Rmt

Verticals = 15 0.45 6.75 RmtTotal (a) Rmt. = 14.35 Rmt



ABSTRACT1000 Kg 6.79 Kg

Safety bars : 10mm square rods 1000 Kg 11.19 Kg

17.98 Kg

Fabrication Charges 1 Kg 17.98 Kg

Fixing Charges 1 Kg 17.98 Kg

Cost of Red Oxide Primer ( as per data ) 10 Sqm 1.37 Sqm

Contractor's profit and overhead charges on 14%

Sundries

Rate per Each ( Ventilator : 1.52m x 0.45m ) =

SO

R-D

AT

A

76


a) Ventilator Outer Frame of Rolled Steel Equal Angle ISA 2525 -25mm x 25mm x4mmVerticals (L -Angle) = 2 0.45 0.90 Rmt

Horizontals (L-Angle) = 2 1.22 2.44 Rmt Hold Fasts = 2 0.23 0.46 Rmt

Total (a) Rmt. = 3.80 RmtEquivalent Weight : - 1.40 kg / 1Rmt = 1.40 Kgs



Verticals = 12 0.45 5.40 Rmt

Ventilator Outer Frame of Rolled Steel Equal Angle ISA 2525 -25mm x 25mm x4mm






14.29 Kg





Sundries


SO

R-D

AT

A

77












11.09 Kg








Sundries


SO

R-D

AT

A

78












8.03 Kg





Sundries




SO

R-D

AT

A

79












16.00 Kg

Fabrication Charges 1 Kg 16 Kg

Fixing Charges 1 Kg 16 Kg



Sundries


SO

R-D

AT

A

80















21.12 Kg





Sundries


SO

R-D

AT

A

81














36.57 Kg





Sundries


SO

R-D

AT

A

82










ABSTRACT



1000 Kg 6.52 Kg


20.56 Kg





Sundries


SO

R-D

AT

A

83












17.07 Kg





Sundries





SO

R-D

AT

A

83












17.07 Kg





Sundries




SO

R-D

AT

A

84

A. MATERIALS :

Rate as per SSR P.No. 62 (BMT-P.24 / 25) 1 Sqm 1 Sqm

1 Sqm 1 Sqm

1 Sqm 1 Sqm


Rate per 1 Sqm =

Providing and Fixing of windows of any size made of pre-painted steel (Base steel as per IS 513 of 0.6mm thick galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 47x20mm and Fixed glass beading section should be of 12x12mm. Outer frame and mullions to have rebate for Glazed shutter and a 20mm provision for Guard bars/Grills. The sections are to be cut to length meter joined with corner bracket. Centre mullion is to be fixed with mullion cap. Seccolor Handle, seccolor stay, 2 nos. of Stainless Steel heavy duty Pivot hinges shall be provided per shutter. The windows should be paneled with 12mm thick prelaminated particle board of exterior grade. Rubber Gaskets are provided all around the glass. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work.

Deduct : 5mm thick plain float glass : SSR P.No. 26 (BMT-I.02)

Add : 12mm thick prelaminated particle board : SSR P.No. 30 (BMT-K.21)

SO

R-D

AT

A

85

A. MATERIALS :

Rate as per SSR P.No. 62 (BMT-P.24 / 25) 1 Sqm 1 Sqm


Rate per 1 Sqm =

86

Unit: 10 sqm

A. MATERIALS :

Red Oxide Iron Primer Paint Grade -1 1 Lts. 0.70 Lts.

B. LABOUR





Sundries

Total cost for 10 sqm (Sub-Data) =

Providing and Fixing of windows of any size made of pre-painted steel (Base steel as per IS 513 of 0.6mm thick galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 47x20mm and Fixed glass beading section should be of 12x12mm. Outer frame and mullions to have rebate for Glazed shutter and a 20mm provision for Guard bars/Grills. The sections are to be cut to length meter joined with corner bracket. Centre mullion is to be fixed with mullion cap. Seccolor Handle, seccolor stay, 2 nos. of Stainless Steel heavy duty Pivot hinges shall be provided per shutter. The windows should be paneled with 5mm thick plain float glass. Rubber Gaskets are provided all around the glass. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work.

BL

D-C

ST

N-1

0-

7

Painting, Priming Coat on New Iron Work with Red Oxide Iron Primer Paint Grade-I including cost and conveyance of all materials to site and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).

87

Window Size : 1.52 m x 1.37m = 2.08 SqmTHEORITICAL REQUIREMENT

a) OUTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 4040 - 40mm x 40mm x6mm

Verticals (L -Angle) : 1 x 2 x 1.37 Rmt = 2.74 Rmt

Verticals Tee Bar : 1 x 3 x 1.37 Rmt = 4.11 Rmt

Horizontals (L-Angle) : 1 x 2 x 1.52 Rmt = 3.04 Rmt

Horizontal (Tee Bar) : 1 x 1 x 1.52 Rmt = 1.52 Rmt

Hold Fasts : 1 x 4 x 0.237 = 0.92 Rmt

Total = 12.33 Rmt

Equivalent Weight : - 3.49kg / 1Rmt = 3.49 Kgs

Total Weight = 43.03 Kgs

b) INNER SHUTTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 2525 - 25mm X25mm X 4mm

Horizontals : 1 x 16 x 0.376 = 6.02 Rmt

Verticals : 1 x 16 x 0.663 = 10.61 Rmt

Total = 16.63 Rmt



c) Planks : MS Sheet 18 gauge or 1.25mm thickPlanks : 1 x 8 x 0.376 x 0.663 = 1.99 Sqm

Total = 1.99 Sqm

Equivalent Weight : - 9.80kg / 1Sqm= 9.80 Kgs


d) Safety Bars : MS 10mm Square BarLength : 1 x 14 x 1.52 = 21.28 Rmt

Equivalent Weight : - 0.78kg / 1Rm= 0.78 Kgs

SOR-DATA

Supply and fixing of 18gauge M.S.Plain sheet WINDOW of size 1.52M x 1.37M ( eight leaf shutters ) with outer angular frame of rolled steel equal angle ISA 4040 of size 40mm x40mm x 6mm and inner shutter angular frame of rolled steel equal angle ISA 2525 of size 25mm x25mm x4mm and rolled steel Tee Bars 40mm x40mm x 6mm one number horizontally in centre of the window and 3 Nos vertically also, welded with fixtures such as M.S.Powder coated tower bolts I.S. 204 100mm long 8Nos, M.S.Powder coated Butt Hinges IS 205 100mm long 16Nos., M.S.Powder coated handles IS 208 125mm long 8Nos,M.S.Powder coated Wind appliances 8No, safety rods of 10 mm square rods at 100mm centre to centre to welded horizontally to full width of window including Red oxide primer of grade-I quality, sales and other taxes ,cost and conveyance of all materials to site, all labour cahrges etc.,complete for finished item of work.



1000 Kg 23.28 Kg

1000 Kg 19.5 Kg

M.S. 10mm Square Bar (Sanctioned rate) 1000 Kg 16.6 Kg

102.41 Kg

Red Oxide painting ( as per data ) 10 Sqm 6.25 Sqm

M.S. PC Butt Hinges - 100mm long (BMT-G.28) 1 No 16 No

M.S. PC Window Handle-125mm long (BMT-G.35) 1 No 8 No

M.S. PC Tower Bolts - 100mm long (BMT-G.14) 1 No 8 No




Pressing charges for planks & Rounding off

Rate per Each ( Window : 1.52m x 1.37m ) =

88






OUTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 4040 - 40mm x 40mm x6mm (Sanctioned rate)

INNER SHUTTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 2525 - 25mm X25mm X 4mm (Sanctioned rate)

Planks : MS Sheet 18 gauge or 1.25mm thick (Sanctioned rate)

SOR-DATA

Supply and fixing of 18gauge M.S.Plain sheet WINDOW of size 1.52M x 1.22M ( eight leaf shutters ) with outer angular frame of rolled steel equal angle ISA 4040 of size 40mm x40mm x 6mm and inner shutter angular frame of rolled steel equal angle ISA 2525 of size 25mm x25mm x4mm and rolled steel Tee Bars 40mm x40mm x 6mm one number horizontally in centre of the window and 3 Nos vertically also, welded with fixtures such as M.S.Powder coated tower bolts I.S. 204 100mm long 8Nos, M.S.Powder coated Butt Hinges IS 205 100mm long 16Nos., M.S.Powder coated handles IS 208 125mm long 8Nos,M.S.Powder coated Wind appliances 8No, safety rods of 10 mm square rods at 100mm centre to centre to welded horizontally to full width of window including Red oxide primer of grade-I quality, sales and other taxes ,cost and conveyance of all materials to site, all labour cahrges etc.,complete for finished item of work.


Hold Fasts : 1 x 4 x 0.237 = 0.92 Rmt

Total = 10.36 Rmt





Verticals : 1 x 16 x 0.588 = 9.41 Rmt

Total = 15.43 Rmt




Total = 1.77 Sqm







1000 Kg 21.6 Kg

1000 Kg 17.35 Kg


88.43 Kg













89







Hold Fasts : 1 x 4 x 0.237 = 0.92 Rmt

Sub total = 10.06 Rmt

Add : Wastage @ 2% on sub total qty = 0.2 Rmt

Total = 10.26 Rmt





Verticals : 1 x 12 x 0.663 = 7.96 Rmt

Sub total = 12.72 Rmt


Total = 12.97 Rmt



c) Planks : MS Sheet 18 Guage or 1.25mm thickPlanks : 1 x 6 x 0.397 x 0.663 = 1.58 Sqm


Total = 1.61 Rmt


SOR-DATA

Supply and fixing of 18 guage M.S Plain sheet window of size 1.22x 1.37m (six leaf shutters) with outer angler frame of rolled steel equal angle IS A 40x40 size 40x40x6m and inner shutter angular frame of rolled steel equal angle 1SA 2525 of size 25x25x4mm and rolled steel tee bans 40x40x6mm and one no horizontally in the centre of window and 2 nos vertically and lao welded with fixtures shutters as M.S Powder coated tower bolts IS 100mm long 6 Nos, M.S Powder coated butt hings IS 205,100 long 12mm M.S Poder coated handlel IS 208,125mm long, iwnd appliances 6 Nos, safety rods of 10mm squre rods @ 100mm c/c to welded horizontally to full width of window includin Red oxide paint of grade I quality rates and other taxes cost and conveyance of all materials to site, all labour charges such as making door frame, fixing in position fixing of shutters etc complete finished item of work


d) Safety Bars : MS 10mm Square BarLength : 1 x 14 x 1.22 = 17.08 Sqm




1000 Kg 18.16 Kg

1000 Kg 15.78 Kg

1000 Kg 13.32 Kg

83.07 Kg












Planks : MS Sheet 18 Guage or 1.25mm thick (Sanctioned rate)

Safety Bars : MS 10mm Square Bar (Sanctioned rate)

90







Hold Fasts : 1 x 4 x 0.237 = 0.92 Rmt

Total = 7.73 Rmt






Total = 8.83 Rmt




Total = 1.17 Sqm




SOR-DATA

Supply and fixing of 18guage M.S.Plain sheet WINDOW of size 0.90M x 1.37M (four leaf shutters) with outer angular frame of rolled steel equal angle ISA 4040 of size 40mm x40mm x 6mm and inner shutter angular frame of rolled steel equal angle ISA 2525 of size 25mm x25mm x4mm and rolled steel Tee Bars 40mmx40mmx6mm one number horizontally and vertically at the centre of ther window also welded with fixtures such as M.S.Powder coated tower bolts I.S. 204 100mm long 4Nos, M.S.Powder coated Butt Hinges IS 205 100mm long 8Nos., M.S.Powder coated handles IS 208 125mm long 4Nos,M.S.Powder coated Wind appliances 4No, safety rods of 10 mm square rods at 100mm centre to centre to welded horizontally to full width of window including Red oxide primer of grade-I quality, sales and other taxes ,cost and conveyance of all materials to site, all labour cahrges etc.,complete for finished item of work.




1000 Kg 12.36 Kg

1000 Kg 11.47 Kg


60.64 Kg










91








SOR-DATA

Supply and fixing of 18gauge M.S.Plain sheet WINDOW of size 0.90M x 0.90M (four leaf shutters) with outer angular frame of rolled steel equal angle ISA 4040 of size 40mm x40mm x 6mm and inner shutter angular frame of rolled steel equal angle ISA 2525 of size 25mm x25mm x4mm and rolled steel Tee Bars of size 40mmx 40mm x6mm one number horizontally and vertically at the centre of the window also welded with fixtures such as M.S.Powder coated tower bolts I.S. 204 100mm long 4Nos, M.S.Powder coated Butt Hinges IS 205 100mm long 8Nos., M.S.Powder coated handles IS 208 125mm long 4Nos,M.S.Powder coated Wind appliances 4No, safety rods of 10 mm square rods at 100mm centre to centre to welded horizontally to full width of window including Red oxide primer of grade-I quality, sales and other taxes ,cost and conveyance of all materials to site, all labour cahrges etc.,complete for finished item of work



Hold Fasts : 1 x 4 x 0.237 = 0.92 Rmt

Total = 6.32 Rmt





Verticals : 1 x 8 x 0.441 = 3.53 Rmt

Total = 7.06 Rmt




Total = 0.78 Sqm







1000 Kg 9.88 Kg

1000 Kg 7.64 Kg


46.6 Kg













92







Hold Fasts : 1 x 4 x 0.237 = 0.92 Rmt

Total = 7.28 Rmt





Verticals : 1 x 8 x 0.588 = 4.70 Rmt

Total = 8.23 Rmt




Total = 1.04 Sqm




SOR-DATA

Supply and fixing of 18gauge M.S.Plain sheet WINDOW of size 0.90M x 1.22M (four leaf shutters) with outer angular frame of rolled steel equal angle ISA 4040 of size 40mm x40mm x 6mm and inner shutter angular frame of rolled steel equal angle ISA 2525 of size 25mm x25mm x4mm and rolled steel Tee Bars 40mmx40mmx6mm one number horizontally and vertically at the centre of ther window also welded with fixtures such as M.S.Powder coated tower bolts I.S. 204 100mm long 4Nos, M.S.Powder coated Butt Hinges IS 205 100mm long 8Nos., M.S.Powder coated handles IS 208 125mm long 4Nos,M.S.Powder coated Wind appliances 4No, safety rods of 10 mm square rods at 100mm centre to centre to welded horizontally to full width of window including Red oxide primer of grade-I quality, sales and other taxes ,cost and conveyance of all materials to site, all labour cahrges etc.,complete for finished item of work.




1000 Kg 11.52 Kg

1000 Kg 10.19 Kg


55.54 Kg










SO

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AT

A

93

Rate as per SSR 2010-11 ( BMT-F.29) 1 Sqm 1 Sqm


Rate per 1 Sqm =SO

R-D

AT

A

94

Rate as per (Road SSR P.No.18, Sl.No. 111) 1 Sqm 1 Sqm


Rate per 1 Sqm =




Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc complete for finished item of work as per special spn: 1108

Clearing Juliflora (Prosafis) jungle including up-rooting and removing of Juliflora stumps and cleaning away from the site all begris and burnt into ash on either sides of the road to required width etc., complete for finished item of work as directed by the Engineer-In-Charge

RB

R-S

TC

L-6

(B)

95

Unit = cumTaking output = 1.25 cumCement Mortora) Labour

Mate --


b) Machinery

Tractor with trolley 3t 1 hour 0.27 hour

c&d) Overheads & Contractors Profit 14%

Cost for 1.25 cum = a+b+c+d

Rate per 1 cum = (a+b+c+d)/1.25 =

96

Rate : SSR P.80, Sl.No.821 (BMT-S-01) 1 Cum 1 Cum

Overheads & Contractors Profit 14%

Rate per 1cum =

97

Rate : SSR P.81, Sl.No.812 (BMT-S-08) 10 Sqm 10 Sqm


Rate per 10 sqm =

98

Rate : SSR P.81, Sl.No.815 (BMT-S-11) 10 Sqm 10 Sqm


Rate per 10 sqm =

Dismantling of Brick masonry cement mortor, existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH

SO

R-

DA

TA

Dismantling of Stone Masonry in Cement Mortar, including disposal of unserviceable material and stacking the serviceable material with all lifts and leads.

SO

R-

DA

TA

Dismantling of Old Cement Mortar Plastering , including disposal of unserviceable material with all lifts and leads.

SO

R-

DA

TA

Dismantling of Kadapa slabs or Shahabad stone slabs, including disposal of unserviceable material and stacking the serviceable material with all lifts and leads.

BL

D-C

ST

N-1

2-1

(ii)

99

Mazdoor (Unskilled) 1 Day 2.44 days

Add for water charges @1% 1%


Cost for 1 cum =

RB

R-S

TC

L-1

2-2

(i)

100

Mazdoor (Unskilled) 1 Day 4.32 days

Add for water charges @1% 1%


Cost for 1 cum =

ELECTRICAL DATA

Overheads & Contractor's Profit @ 14%* Note : Helper rate Rs. 260/- ( Read Electrical Preamble 5th point )

101

Taking Output = 100M a) Materials

1 Mt. 100 Mt.

' U' Links (ELE-8.1.10) 100 Nos. 200 No.

10"x 8" Wooden deep box (ELE-1.4.5) 1 No. 3 Nos.

1 No. 12 Nos.

20mm dia PVC bends (ELE-1.2.43) 1 No. 12 Nos.

Cement (Rate as lead ) 1 Kg. 50 Kgs.

b) Labour Charges

Dismantling of unreinforced Cement Concrete upto 15 cm thicknes and including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead

Dismantling of Reinforced Cement Concrete and cleaning away from the site and carefully stacking the usefull materials for re-use at site, including tools and all labour charges, all incidental charges etc., complete.

BL

D-E

LE

C-1

-4

(1.4

.1a

)

Supply and fixing of 20 mm dia 2mm thick PVC conduit pipe (ISI Mark) Sudhakar make concealed in wall with all required acessories, necessary masonery work for light / fan point and seperate plug point with well seasoned wooden deep box including all labour charges etc., complete (Electrical Specification Item No. 1.4.1 (a) )

20mm dia 2mm thick PVC pipe (ELE-1.2.2) (Makes : Sudhakar / Maco Plat / Modi )

25mm dia 1,2,3 & 4 deep Junction Box (ELE-1.2.38)

Skilled electrician 1 Day 2 days

Semi Skilled electrician 1 Day 2 days

Helpers 1 Day 2 days

Masion 1st Class 1 Day 2 days


c) Cost per 100 RM

Sundries

Rate per Metre = C /100 =

102


1 Mt 100 Mt.

1 No 12 No

20mm dia PVC bends (ELE-1.2.44) 1 No 12 No

b) Labour Charges

Skilled electrician 1 Day 2 No

Semi Skilled electrician 1 Day 2 No

Helpers 1 Day 2 No


c) Cost per 100 RM

Sundries


BL

D-E

LE

C-1

-4 (1

.4.2

a)

103


1 Mt. 100 Mt.

' U' Links (ELE-8.1.10) 100 Nos. 200 Nos.

10"x 8" Wooden deep box (ELE-1.4.5) 1 No. 3 Nos.

BL

D-E

LE

C-1

-4

(1.4

.2c

)

Supply and Fixing of 25mm dia 2mm thick PVC conduit pipe (ISI MARK) concealed in Roof Slabs with all required accessories including cost and conveyance of all materials and all labour charges etc., complete (Electrical Specification Item No. 1.4.2 (c) )



Supply and fixing of 25mm dia 2mm thick PVC conduit pipe (ISI Mark) Sudhakar make concealed in wall with all required acessories including No.14 SWG GI wire for earth continuity including chiseling the wall wherever necessary , including necessary masonery work for light/fan pointand seperate plug point with teak wood deep box including all labour charges etc., complete (Electrical Specification Item No. 1.4.2 (a) )


1 No. 12 No.

20mm dia PVC bends (ELE-1.2.44) 1 No. 12 No.

Cement (Rate as lead ) 1 Kg. 50 Kg.

b) Labour Charges

Skilled electrician 1 Day 2 No

Semi Skilled electrician 1 Day 2 No

Helpers 1 Day 2 No

Masion 1st Class 1 Day 2 No


c) Cost per 100 RM

Sundries


BL

D-E

LE

C-2

-1 (2

.1.1

)

104

Taking Output = 6 Pointsa) Materials

100 Mt. 100 Mt.

1 No. 6 Nos.

1 No. 6 Nos.

3mm thick Hylem sheet 10"x8" (ELE-1.4.19) 1 No. 1 No.b) Labour Charges

Skilled electrician 1 Day 0.60 days

Semi Skilled electrician 1 Day 1.20 days

Helpers 1 Day 0.60 days


c) Cost per 6 Points

Sundries

Rate per 1 Point = C / 6 =


Wiring with 2x1.0 sq.mm (14/0.3mm) PVC insulated flexible copper cable (Havells/ Standard make) with ISI make in the existing metallic/non metallic conduit pipe with 6 A flush type marked switch,ceiling rose and 3mm thick hylam sheets covering to switch control box including all labour charges etc., complete for light points bell and exhaust fan points in Non-Resdl. Buildings except circuit mains.

Supply of 14/0.3mm (1.0 Sqmm) FR / FRLS PVC insulated ISI Copper cable of makes GM / L&T / RPG / Havells / V-Guard / Power Flex / Polycab / Gold Medal / Standard / Milion / Vimal / Sun cab / Paragaon / Delton. ( ELE-1.5.8)

Supply of 6A 1 Way flush type Swich of makes Anchor / Gold Medal Olive / Million Zoom. (ELE-1.7.1)

Supply of Jumbo Ceiling Rose 3 Plate of makes GM / Anchor / Gold Medal / Million / Vimal / Maru / Milltec. (ELE-1.8.16)

BL

D-E

LE

C-2

-1 (2

.1.2

)

105


100 Mt. 100 Mt.

1 No. 7 Nos.

1 No. 7 Nos.

3mm thick Hylem sheet 10"x8" (ELE-1.4.19) 1 No. 1 No.b) Labour Charges






Sundries


106


100 Mt. 100 Mt.

1 No. 15 Nos.

Wiring with 2x1.0 sq.mm (14/0.3mm) PVC insulated flexible copper cable (Havells/ Standard make) with ISI make in the existing metallic/non metallic conduit pipe with 6 A flush type marked switch,ceiling rose and 3mm thick hylam sheets covering to switch control box including all labour charges etc., complete for light points bell and exhaust fan points in Resdl. Buildings except circuit mains.



Supply of Jumbo Ceiling Rose 3 Plate of makes GM / Anchor / Gold Medal / Million / Vimal / Maru / Milltec. (ELE-1.8.16)

BL

D-E

LE

C-2

-1

(2.1

.3)

Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardent (F.R) P.V.C. insulated flexible copper cable ( ISI Mark ) in existing pipe with 6A switch switch control and 3/2 pin sockets fixing on separate board inlcuidng all labour charges etc., complete (Electrical Specification Item No. 2.1.3)



1 No. 15 Nos.

b) Labour Charges






Sundries


107

Taking Output = Eacha) Materials

1 No 1 No

1 No 1 Nos

b) Labour Charges




Sundries

Rate per Each =NOTE: Labour charges Proposed for 15 Jobs / day

108


1 No 1 No

Supply of 6A 3/2 Pin flush type Socket of makes Anchor / Gold Medal Olive / Million Zoom. (ELE-1.7.4)

BL

D-E

LE

C-2

-1

(2.1

.4)

Supply and fixing of 6A 3/2 pin switch (Anchor make) flush type wall plug socket with 6 A flush type Anchor/Maru/Leader/Cona marked switch control on a common board with earth continuity including wire leads earth connections along with all labour charges etc., compelte including 4% turnover tax on cost of all materials

Supply of 6A 3/2 pin flush type Socket of makes Anchor / Gold Medal Olive / Million Zoom. (ELE-1.7.4)


BL

D-E

LE

C-2

-1

(2.1

.5)

Supply and fixing of 16A 3pin/6A 3pin flush type plug socket with lamp indicator lamp and 16A switch control 5 in 1 on decolam sheet covered board including earth connection and all labour charges etc., complete

20 x 15 Cms (8"x6" ) Decolam sheet covered board (ELE-1.4.11)

1 No 1 No

b) Labour Charges




Sundries


109

Taking Output = 100M Specification No. 3.1.4 a) Materials

100 Mt. 200 Mt.

b) Labour Charges




NOTE: Labour charges Considered for 100 M / day

Specification No. 3.1.2 a) Materials

100 Mt. 100 Mt.

b) Labour Charges






Supply of 16A flush type Switch, Socket, Fuse, Indicator combined (5 in one) of makes Anchor / Gold Medal Olive / Million Zoom. (ELE-1.7.11)

BL

D-E

LE

C-3

-1 (3

.1.4

&

3.1

.2)

Supply and Run of 2 of 36/0.3mm ( 2.5 Sqmm) FR PVC insulated flexible copper cable of (Havells/ Standard make) and one run of 1.0 sqmm FR PVC flexible copper cable for earthing in existing PVC conduit pipe circuits, MV Lamp/Security light points including laboiur charges (Phase, Neutral and earth)

Supply of 36/0.3mm (2.5 Sqmm) FR / FRLS PVC insulated ISI Copper cable of makes GM / L&T / RPG / Havells / V-Guard / Power Flex / Polycab / Gold Medal / Standard / Milion / Vimal / Sun cab / Paragaon / Delton.. (ELE-1.5.10)

Supply of 14/0.3mm (1.0 Sqmm) FR / FRLS PVC insulated ISI Copper cable of makes GM / L&T / RPG / Havells / V-Guard / Power Flex / Polycab / Gold Medal / Standard / Milion / Vimal / Sun cab / Paragaon / Delton. (ELE-1.5.8)

c) Cost per 100 RM

Sundries


110

Taking Output = 100M Specification No. 3.1.5a) Materials

100 Mt. 200 Mt.

b) Labour Charges





Specification No. 3.1.4a100 Mt. 100 Mt

b) Labour Charges






Sundries

c) Cost per 100 RM


BL

D-E

LE

C-3

-1 (3

.1.5

&

3.1

.4a

)

Supply and Run of 2 of 56/0.3mm ( 4.0 Sqmm) FR PVC insulated flexible copper cable (Havells/ Standard make) and one run of 2.5 sqmm FR PVC flexible copper cable for earthing in existing PVC conduit pipe including laboiur charges (Phase, Neutral and earth) including 4% tornover tax on cost of all materials.



111


PVC Batten Holder (ELE-1.7.16) 1 No 1 No

40W Bulb (ELE-3.7.2) 1 No 1 No

b) Labour Charges





112

Taking Output = EachSpecification No. 8.2.4a) Materials

1 No. 1 No.

1 No. 1 No.

Specification No. 7.9.3a) Materials

100 Mt 1 Mt.

Rawal plugs (ELE-8.1.9) 100 Nos. 2 Nos.

Screws (ELE-1.4.38) 100 Nos. 2 Nos.

T.W. round blocks (ELE-8.1.35) 1 Nos. 2 Nos.

BL

D-E

LE

C-2

-1

(2.1

.7)

Supply and fixing of batten holder/slanting holder (Anchor make) in lieu of ceiling rose of light point complete with all connections and all labour charges with 40 Watt bulb etc., complete (for new Installation) including 4% tornover tax on cost of all materials.

Bld

ng

s-E

lec

(8.2

.4 &

7

.9.3

)

Supply, transportation and fixing of 1 x 40W Patty type tube light luminire with copper choke, starter including 1 No 40W tube etc., and labour charges for fixing of 40W tube light on wall / ceiling with TW round blocks with all accessories including giving connections and all labour charges etc., complete (Electrical Specification No.8.2.4 & 7.9.3)

Supply of 1 x 36/40W Patty type tube light luminaire powder coated CRCA sheet steel housing with Copper Chokes and all standard accessories of makes Crompton / Bajaj / Surya / HPL / Havells. (ELE-3.6.17)

Supply of 36/40W fluorescent Lamp of makes Crompton / Bajaj / Surya / HPL / Havells. (ELE-3.7.17)

Supply of 23 / 0060 twin core flat wire of makes Finolex / Polycab / Gold Medal / Million / Payal / Sun Light / Power Flex / Fortune Art. (ELE-1.6.8)

Cement and sand etc. LS

b) Labour Charges

Skilled electrician / Carpenter 1 Day 0.10 days

Semi Skilled electrician / Helper 1 Day 0.10 days


Sundries

Rate per Each =Note : Labour charges considered for 10 fixtures / day

113

Taking Output = EachSOR : ELEC-3.8.1 & 3.7.17a) Materials

1 No. 1 No.

1 No. 1 No.


100 Mt 1 Mt.

Rawal plugs (ELE-8.1.9) 100 Nos. 2 Nos.

Screws (ELE-1.4.38) 100 Nos. 2 Nos.

T.W. round blocks (ELE-8.1.35) 1 Nos. 2 Nos.

Cement and sand etc. LS

b) Labour Charges




Sundries

Rate per Each =Note : Labour charges considered for 10 fixtures / day

Bld

ng

s-E

lec

(SO

R : E

LE

C-3

.8.1

&

7.9

.3)

Supply and Fixing of TRINIC / ELLIOT or its equivalent make 1 x 28W Patty type powder coated energy conserving tube light luminaire with Electronic ballast operating voltage range of 90 volts to 350 volts power factor > 0.98 current less than 130ma crest factor and total hormonic distortion shall be as per IS Specification with auto cut off at high voltage suitable for 36/40W tube on Teak Wood round block including all labour charges etc., complete including interconnections. (SOR : ELEC-3.8.1 & Electrical Specification No. 7.9.3)

Supply of TRINIC / ELLIOT or its equivalent make 1 x 28W Patty type . (ELEC-3.8.1)

Supply of 36/40W fluorescent Lamp of makes Crompton / Bajaj / Surya / HPL / Havells. (ELE-3.7.17)


114


1 No 1 No

b) Labour Charges



Sundries

Rate per Each =NOTE: Labour charges considered for 10 Jobs / day

Bld

ng

s-E

lec

(9.7

.2 &

9.7

.35

)

115


1 No 1 No

Transport charges 1% on on Unit cost 1 %


100 Mt. 1 Mt.

LS

b) Labour Charges


Helper 1 Day 0.125 days


Bld

ng

s-E

lec

(9

.7.2

6)

Supply and erecting Electronic / Resistance type regulator for ceiling fans 900/1200/1400mm sweep complete erected on existing board.(Electrical Specification Item No.9.7.26)

Supply of stepped type Electronic Regulator of makes Anchor / Gold Medal Olive / Million Zoom. (ELE-1.7.14)

Supply and errecting Ceiling fan ISI make with 3 blades and double ball bearings and with condenser AC 250V 50 C/S of 48" 1200mm sweep completely erected in position, canopy down rod up to 301.80 mm in length is provided with hook/clamps nuts and bolts and 24/02 flexible copper wire etc., complete and pointed with lettering by enamil paint the Sr. No. and date of errection including cost and conveyance of all materials and labour chargers etc., complete (Electrical Specification Item No.9.7.2 & 9.7.35)

Supply of 48" (1200mm) Sweep Ceiling Fan without Regulator.of makes Crompton High Speed / Bajaj Ultima / Havells Velocity / Usha Astra / Orient Summer Pride. (ELE-5.1.1)


Unforseen item works, such as painting to down rod, screws etc.,

Specification No. 9.7.26Resistance typet regulator ( data as above)

Rate per Each =NOTE: Labour charges considered for 8 Fans / day

116

Taking Output = EachSpecification No. 9.7.18a) Materials

1 No. 1 No.

Transport charges 1% on on Unit cost 1 %


100 Mt 1 Mt.

Cement (Rate as lead ) 1 Kg. 25 Kg.

b) Labour Charges

Skilled Electrician 1 Day 0.25 days


Masion 1 Day 0.25 days


Sundries

Rate per Each =Note :Labour is Considered for 6 jobs / day

Bld

ng

s-E

lec

(9.7

.18

&

7.9

.36

)

Supply and erecting fresh air exhaust fan of Crompton /Bajaj/.Orient make of Heavy duty 250V. AC 50 cycles, 300 mm size (12") 900 RPM with condensor and wothout regulator complete errected in postion with necessary materials. Fan motor with moisture proof treetment and "E' class insulation including cost and conveyance of all materials and laboiur charges etc., complete (Electrical Specification No. 9.7.18 & 9.7.36 )

Supply of 12" (300mm)ISI, 900 RPM Heavy duty exhaust fan with metallic blades with Mark of makes Crompton / Bajaj / Havells / Orient. (ELEC-5.1.14)


Bld

ng

s-E

lec

(4.4

.1 B

)

117


1 No 1 No

1 No 1 No

1 No 6 Nos

b) Labour Charges






118


1 No 1 No

1 No 1 No

1 No 12 Nos

Supply and fixing of SPN Distribution Board with IP-20 Protection suitable for Single phase Earth Leackage Circuit Braker (ELCB) / Residual Current Circuit Braker (RCCB) / Double Pole ( DP ) Isolator as incommer and 10kA SP MCB's as out going MCB's of Havells / Standard Make including internal connections, including labour charges for flush mounting, 1No 40A DP Isolator / RCCB / ELCB for incomer, 6-32A SP MCBs 6Nos for outgoing etc., complete ( Electrical Specification No. 4.4.1 B )

Supply of 8 Way SPN DB with IP 20 Protection of makes Legrand / L & T / GE / Siemens / Schneider/ ABB. (ELE-2.12.4)

Supply of 40A DP Isolator of make L & T / Legrand / GE / Siemens / Schneider. (ELE-2.10.2)

Supply of 6-32A 10KA SP MCB ISI Mark of make Legrand / L & T / GE / Siemens / Schneider/ ABB. (ELE-2.9.1)

Bld

ng

s-E

lec

(4.4

.3.

B) Supply and fixing of 4way TPN distribution board

with IP-20 Protection suitable for 3 phase ELCB / RCCB/FP Isolator as incommer and 10KA SP MCB's as outing going including 1No 40A FP pole isolator and 12 Nos 6-32A range single pole MCB's including internal connections all labour charges etc., complete (Electrical Specification No.4.4.3 b)

Supply of 4 Way TPN DB Horizontal with IP 20 Protection of makes Legrand / L & T / GE / Siemens / Schneider/ ABB. (ELE-2.12.21)

Supply of 40A FP Isolator of make L & T / Legrand / GE / Siemens / Schneider. (ELE-2.10.6)

Supply of 6-32A 10KA SP MCB ISI Mark of make Legrand / L & T / GE / Siemens / Schneider/ ABB. (ELE-2.9.1)

b) Labour Charges


Semi Skilled electrician 1 Day 1 days

Helper 1 Day 1 days



Bld

ng

s-E

lec

(5.1

.1)

119


1 Cum 0.85 Cum

1 Cum 0.90 Cum

25 %

40 mm dia G.I. Pipe (BMW-F-87) 1 Mt. 2.50 Mt.

1 No 1 No

1 No 16 No

G.I. Nuts, Bolts & washers (ELEC-8.1.64) 1 Set 4 Sets

18" (450mm) dia hume pipe ring (ELEC-8.1.66) 1 No 1 No

Hard Coke (ELEC-8.1.16) 1 Kg 40 Kgs

Salt (ELEC-8.1.17) 1 Kg 20 Kgs

b) Labour Charges for fixing pipe ring and connections




Sundries

Rate per Each =

Providing independent earthing by excavating a trench to a depth of 2.1m in all soils as per size specified in data, using 40mm dia 'B' class GI Pipe of 2.5 m length with necessery accessories duly providing 12mm dia 16 Nos. holes and rewired bolts, nuts and washers, checknuts, Hume pipe ring etc., as per IS specifications with necessary double GI earth wire No. 8 SWG inclkuding filling with equal preparation of salt and charcoal in layers and all labour charges etc., complete.

Earth work for 1st step ( 1.50x0.60x0.90m) (ELEC-8.1.56) or As per Civil Data

Earth work for 2nd step ( 1.20x0.60x1.20m) (ELEC-8.1.56) or As per Civil Data

25% extra for narrow trench & pit and back filling with sand, coke, Salt etc., and levelling

25 x 6 mm G.I. Flat duly drilled 12mm holes 4nos of 200mm length (L.S.)

Drilling of 16 Nos through holes of 12mm dia to G.I pipe (ELEC-8.1.63)

BL

D-E

LE

( 7.1

.1 &

7.9

.5)

120


1 No 1 No

1 No 1 No


25mm dia G.I. Pipe (BMW-F-83) 1 Mt. 1 Mt.

100 Mt 2 Mt.

Pipe bending charges LS

M.S. Flat & Welding Charges LS

b) Labour Charges


Mason 1 Day 0.20 days



Sundries

Rate per Each =NOTE: Labour charges considered for 5 Fixtures / day

BL

D-E

LE

( 7.2

.2 &

7.9

.8)

121


Supply and fixing of 1no 40W weather proof fluorescent street light fitting comprising conopy of sheet alluminium in stove enamel finish with copper / VPIT ballast, capacitor, 40W tube and starter with 1.00m length 25mm dia G.I. pipe bracket and anti tilting M.S. flat etc., including giving connections and labour charges etc., complete of Crompton make. (Electrical Specification No. 7.1.1 & 7.9.5 )

Supply of 1 x 36/40 W fluorescent street light luminaire with sheet alluminium housing and UV stabilised acrylic cover of makes Crompton / Bajaj / HPL / Surya / Havells. (ELE-3.1.2)

Supply of 36/40W fluorescent Lamp of makes Wipro / G.E./ Phillips. (ELE-3.7.17)


Supply and fixing of 125W M.V.Lamp fittings single piece die cast Aluminium body with copper wound ballast and capacitor of crompton make with 1no 125W MV lamp and fixing of MV luminaire on wall with 1.00m 40mm dia GI pipe bracket and anti-tilting MS flat, 2.5Sq.mm flexible copper cable ete., including all labour charges for mason work and fiving connections etc., complete (Electrical Specification No. 7.2.2 & 7.9.8)

1 No 1 No

1 No 1 No


40mm G.I pipe for Bracket (BMW-F-87) 1 Mt. 1 Mt.

100 Mt. 4 Mt



Carpenter 1 Day 0.25 days




Sundries

Rate per Each =NOTE:Labour Charges considered for 4Nos MV / SV / MH in a day

BL

D-E

LE

( 7.3

.2 &

7.9

.8)

122


1 No 1 No

1 No 1 No


40mm G.I pipe for Bracket (BMW-F-87) 1 Mt. 1 Mt.

100 Mt. 4 Mt



Supply of 125W MV Street light luminaire integral with pressure diecast alluminium housing having pot optics with IP65 protection of makes Crompton / Bajaj / Surya / Havells. (ELEC-3.1.8)

Supply of 125W MV Lamp of makes Crompton / Bajaj / Surya / HPL / Havells.(ELE-3.4.41)

Supply of 36/0.3mm (2.5 Sqmm) FR / FRLS PVC insulated ISI Copper cable (ELE-1.5.10)

b) Labour charges for Antitiling MS flat / welding charges & fixing

Supply and fixing of street light luminaire of 150Watt HPSV lamp fitting comprises of single piece die cast aluminium body, with copper wounded ballet and capacitor, with spot optics including 150Watt HPSV lamp with Mt. 40mm dia GI Pipe brackets and anti fitting MS flat 2.5 sq.mm and flexible copper wire, including cost and conveyance of all materials and labour chrages etc., compelte for finished item of work (Electrical Specification No. 7.3.2 & 7.9.8)

Supply of 150W SV / MH Street light luminaire integral with pressure diecast alluminium housing having pot optics with IP65 protection of makes Crompton / Bajaj / HPL / Surya / Havells. (ELEC-3.1.14)

Supply of 150W SV Lamp of makes Crompton / Bajaj / Surya / HPL / Havells. (ELE-3.4.11)

Supply of 36/0.3mm (2.5 Sqmm) FR / FRLS PVC insulated ISI Copper cable (ELE-1.5.10)

b) Labour charges for Antitiling MS flat / welding charges & fixing

Carpenter 1 Day 0.25 days




Sundries

Rate per Each =NOTE:Labour Charges considered for 4Nos MV / SV / MH in a day

123

Taking Output = 100M SOR ELEC-4.1.27a) Materials

1 Mt. 100 Mt.


1 Cum 27 Cum

Cost of bricks (Civil SSR) - as per lead 1000 Nos 920 Nos

Cost of Sand (Civil SSR) - as per lead 1 Cum 6 Cum

Cost of Cement (Civil SSR) - as per lead 1000 Kgs 25 Kg

Cost of Cable route indicators (ELEC-8.1.30) 1 Nos 12 Nos

b) Labour Charges for Laying Calbe

1 Day 2.50 days



1 Day 2.00 days


Sundries

Bld

ng

s_

Ele

c-1

5-4

(15

.6.1

& S

OR

EL

EC

-4

.1.2

7)

Supply and laying of 35 Sqmm 3.5 Core.XLPE PVC armoured alluminium cable of (makes Finecab / Suncab / Delton / Payal / Gemscab / SPM.) 1100V grade, including Earth work excavation of Trench in hard ground soil, laying of U.G cables upto 50 Sq,mm on sand cushion covering the cable with bricks and back filling of Trench duly providing route indicator embedded in C.C including cost and conveyance of materials and labour charges etc., complete, including cost and conveyance of all materials and labour charges, sales and other taxes etc., complete.

Supply of 35 Sqmm 3.5 Core.XLPE PVC armoured alluminium cable of makes Finecab / Suncab / Delton / Payal / Gemscab / SPM. (ELE-4.1.27)

Excavation of earth 100 x 0.3 X 0.9 m (ELEC-8.1.56) or As per Civil Data

Man Mazdoor for spreading the sand and back filling the excavated soil.

Man Mazdoor for concreting and embedding of cable way indicators

c) Cost per 100 RM

Rate per Metre = C /100 =NOTE: Labour charges Considered for 100 M / day

SANITARY & WATER SUPPLY

Overheads & Contractor's Profit @ 14%

SO

R- D

AT

A

124

Rate as per SSR P.No.97, Sl.No.2 (BMW-A.02) 1 Rmt 1 Rmt


Rate per 1 Rmt =

SO

R- D

AT

A

125

Rate as per SSR P.No.97, Sl.No.4 (BMW-A.04) 1 Rmt 1 Rmt


Rate per 1 Rmt = S

OR

- DA

TA

126

Rate : SSR P.No.105, Sl.No.136 (BMW-D.04) 1 No 1 No


Rate per 1No. =

Supplying, laying, jointing and testing 101.6 mm mm SWG SP-1 pipes of ISI make conforming to ISI 651 & 4127 with airtight cement joints in CM 1.5:1 prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) up to 914.4 mm (3'0") depth and refilling with watering and tamping.

Supplying, laying, jointing and testing 152.4 mm SWG SP-1 pipes of ISI make conforming to ISI 651 & 4127 with airtight cement joints in CM 1.5:1 prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) up to 914.4 mm (3'0") depth and refilling with watering and tamping.

Supplying & Fixing Orissa Pan white glazed W.C 1st quality ISI marked conforming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware/ Parryware/ Neycer - ISI Mark: 580 mm x 440mm including cost and conveyance of all materials to site and all labour charges etc., complete.

SO

R- D

AT

A

127



Rate per 1No. =

SO

R- D

AT

A

128

Rate : SSR P.No.102, Sl.No.83 (BMW-B.06) 1 No 1 No


Rate per 1No. =

SO

R- D

AT

A

129

Rate : SSR P.No.118, Sl.No.452 (BMW-G.118) 1 No 1 No


Rate per 1No. =

SO

R- D

AT

A

130

Rate : SSR P.No.119, Sl.No.486 (BMW-G.152) 1 Rmt 1 Rmt


Rate per 1 Rmt =

SO

R- D

AT

A

131

Rate : SSR P.No. 110 , Sl.No.236 (BMW-F.25) 1 No 1 No


Providing Brick masonry seat for Orissa pan/ Indian W.C. using 2nd class bricks as per standard practice including cost and conveyance of all materials to site and all labour charges etc., complete.

Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM :6 prop. Masonry. Inspection chamber up to 914.4 mm (3'0") and fitted with light weight 457.2 mm x 457.2 mm (1'6"x1'6") C.I frame and cover of 20 Kg. including cost and conveyance of all materials to site and all labour charges etc., complete.

Supplying & Fixing 3" (76.2 mm) Nahany Trap with Jali - UPVC/SWR Pipe fittings (Prince/Sudhakar or any ISI Brand)

Labour charges for laying, fixing and commissioning the PVC pipes including couplers/ bends/ tees etc any diameter including fixing necessary fittings like bends, plugs, couplers, junctions, tees, etc with solvent jointing as per standard practice

S & F Gunmetal Gate (GM peet) valve as per IS - 778 Class-I, Indian make heavy type - 40 mm NB Size including cost and conveyance of all materials to site and all labour charges etc., complete.

Rate per 1No. =

SO

R- D

AT

A

132

Rate : SSR P.No.110, Sl.No.234 (BMW-F.23) 1 No 1 No


Rate per 1No. =

SO

R- D

AT

A

133



Rate per 1No. =

SO

R- D

AT

A

134



Rate per 1No. =

SO

R- D

AT

A135

Rate : SSR P.No.109, Sl.No.182 (BMW-E.09) 1 No 1 No


Rate per 1No. =




S & F 12.70mm N.P Bib tap Indian make 300grams including cost and conveyance of all materials to site and all labour charges etc., complete.

SO

R- D

AT

A

136

Rate : SSR P.No.113, Sl.No.335 (BMW-G.01) 1 Lit 1 Lit


Rate per 1 Lit. =

SO

R- D

AT

A

137

Rate as per SSR P.No.85, Sl.No.889 (BMS-W.29) 1 Lit 1 Lit


Rate per 1 Lit. =

SO

R- D

AT

A

138

Rate : SSR P.No.113, Sl.No.335 (BMW-G.02) 1 Lit 1 Lit


Rate per 1 Lit. =

SO

R- D

AT

A

139

i)G.I.pipes :15mm (P.112, S.No.290) ((BMW-F.79) 1 Mt. 1 Mt.Overheads & Contractors Profit 14%

Rate per 1Rmt =

ii)G.I. pipes : 20mm ( P.No.112, Sl.No. 292) 1 Mt. 1 Mt.Overheads & Contractors Profit 14%

Rate per 1Rmt =

iii)G.I. pipes : 25mm ( P.No.112, Sl.No. 294) 1 Mt. 1 Mt.

Providing & Placing on Terrace (at all floor levels) polyethylene water storage tank with Double layer approved brand & manufacture with cover and suitable locking arrangement & making necessary holes for inlet & outlets and over flow pipes but without fittings & base support for tanks including cost and conveyance of all materials to site and all labour charges etc., complete.

Supply of Sintex /Aqua tech or equivalent Polyethylene water storage tank double layer confirming to ISI 12701/96 mark with lid.

Labour charges only for Placing on Terrace (at all floor levels) polyethylene water storage tank with making necessary holes for inlet & outlets and over flow pipes but without fittings & base support for tanks

Supply and Fixing of Nominal Bore GI pipes Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete

15mm dia nominal bore




Rate per 1Rmt =

iv) 32mm dia nominal bore G.I. pipes : 32mm ( P.No.112, Sl.No. 296) 1 Mt. 1 Mt.Overheads & Contractors Profit 14%

Rate per 1Rmt =

v)G.I. pipes : 40mm ( P.No.112, Sl.No. 298) 1 Mt. 1 Mt.


Rate per 1Rmt =

SO

R- D

AT

A

140

i)Rate as per SSR ( P.No. 345 ) 1 Mt. 1 Mt.Overheads & Contractors Profit 14%

Rate per 1Rmt =

ii)Rate as per SSR ( P.No. 345 ) 1 Mt. 1 Mt.Overheads & Contractors Profit 14%

Rate per 1Rmt =

iii)Rate as per SSR ( P.No. 345 ) 1 Mt. 1 Mt.Overheads & Contractors Profit 14%

Rate per 1Rmt =

iv)Rate as per SSR ( P.No. 345 ) 1 Mt. 1 Mt.Overheads & Contractors Profit 14%

Rate per 1Rmt =

v)


Manufacture, Supply and delivery of following Unplasticised PVCs Pipes for potable water supplies conforming to IS : 4985/2000 (third revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub-divisional stores anywhere in AP ( for Water Supply line )

20 mm dia : 10 Kgs/cm2





Rate as per SSR ( P.No. 345 ) 1 Mt. 1 Mt.


Rate per 1Rmt =

SO

R- D

AT

A

141

i)Rate as per SSR ( P.No. 345 ) 1 Mt. 1 Mt.Overheads & Contractors Profit 14%

Rate per 1Rmt =

ii)Rate as per SSR ( P.No. 345 ) 1 Mt. 1 Mt.Overheads & Contractors Profit 14%

Rate per 1Rmt =

iii)Rate as per SSR ( P.No. 345 ) 1 Mt. 1 Mt.Overheads & Contractors Profit 14%

Rate per 1Rmt =

iv)Rate as per SSR ( P.No. 345 ) 1 Mt. 1 Mt.Overheads & Contractors Profit 14%

Rate per 1Rmt =

v)Rate as per SSR ( P.No. 345 ) 1 Mt. 1 Mt.


Rate per 1Rmt =

SO

R- D

AT

A

142

Rate : SSR P.No.123, Sl.No.614 (BMW-I.20) 1 No 1 No


Manufacture, Supply and delivery of following Unplasticised PVCs Pipes for potable water supplies conforming to IS : 4985/2000 (third revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub-divisional stores anywhere in AP ( for Sewerage pipe line )






Supplying and fixing of 25.4 mm dia & 609.6 mm long aluminium anodized towel rod with brackets and aluminium screws.

Rate per 1No. =

16

Details of cost for 10m i)

a) LabourPlumber 1 Day 0.13 days(b) Overheads & Contractors Profit 14%(c) Cost for 10 m (a+b)

Rate per each m =c/10

ii)a) LabourPlumber 1 Day 0.26 days(b) Overheads & Contractors Profit 14%(c) Cost for 10 m (a+b)

Rate per each m =c/10

SO

R- D

AT

A

143



Rate per 1No. = S

OR

- DA

TA

144

Rate : SSR P.No.100, Sl.No.136 (BMW-A.72) 1 No 1 No


Rate per 1No. =

PH

E-U

RG

I-2

2 Removing old G.I.pipes and specials / fittings and cleaning, scraping the pipes, hoisting and keeping with in 50m lead but excluding earth work excavation of trenches and refilling

15 to 40mm dia

Above 40mm dia

Supplying & Fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Senior/ Nice/ Esso or equivalent complete with standard CI brackets including wooden block: 660 x 460 mm - Single C.P. Pillar cock

Supplying & fixing 150 mm x 100 mm SWG gully traps conforming to ISI 651 & 4127 with C.I Grating & Cost. Brick masonry in CM 1:6 prop. Intermediate chamber and fitted with 304.8 mm x 288.6mm (12"x9") C.I Frame and hinged cover

SO

R- D

AT

A

145

Rate : SSR P.No.123, Sl.No.622 (BMW-I.28) 1 No 1 No


Rate per 1No. =

146 Boring for Cast-in Situ piles

A) Up to 300 mm diaTotal Cost for 1 RMA) MATERIALS :

Nil

B) LABOUR :

Mazdoor 1 Day 0.526 Days

C) Labour Allowence

14%

B) 350 mm dia to 450 mm diaTotal Cost for 1 RMA) MATERIALS :

Nil

B) LABOUR :


C) Labour Allowence

14%

C) 500 mm dia to 700 mm diaTotal Cost for 1 RMA) MATERIALS :

Nil

B) LABOUR :


C) Labour Allowence

Supplying and fixing of NP soap dish heavy type with NP SCREWS including cost and conveyance of all materials and all labour charges etc., for finished item of work.

Augoring and Boring of holes in site for bored Cast-in-Situ R.C.C.Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911-1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc., for all depths for finished item of work for piles of following diamers.

D) Overheads & Contractors Profit

Rate per 1 Cum = (a+b+c+d) =



14%

147 Under Reaming in Cast-in-Situ piles

A) Up to 300 mm dia - DOUBLE UNDER REAMINGTotal Cost for 1 Bulb EachA) MATERIALS :

Nil

B) LABOUR:

Mazdoor 1 day 0.560 day

C) Labour Allowence

14%

B) 350 mm dia to 450 mm dia - DOUBLE UNDER REAMINGTotal Cost for 1 Bulb EachA) MATERIALS :

Nil

B) LABOUR:


C) Labour Allowence

14%

B) 500 mm dia to 700 mm dia - DOUBLE UNDER REAMINGTotal Cost for 1 Bulb EachA) MATERIALS :

Nil

B) LABOUR:


C) Labour Allowence

14%



Under -reaming for Bored Cast-inSitu R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils with Augoring and boring equipment in site as per IS 2911-1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc., complete for all depths and for finished item of work for piles of following diameters


Rate per 1 Bulb Each = (a+b+c+d) =





148 VRCC M- 20 NOMINAL MIX CONCRETE for Cast-in-Situ piles

A)Any grade mix upto 700 mm diaUnit = 1 CumA) MATERIALS :



Sand 1 cum 0.45 cum


B) LABOUR:



Mazdoor ( Both Men & Women ) 1 day 3.45 day

C) MACHINERY :

1 hour 1 hour

14%B

LD

-CS

TN

-8-4

149

Unit = 216.14 sqmA. MATERIALS:

VRCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, Pouring concrete by tremmy, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code from standard suppliers approved by the department including tremmy pumping, laying concrete, curing etc., complete for finished item of work.

BORED CAST-IN-SITU UNDER REAMED PILES (including Bore pipe stem and under ream bulbs )



Rate per 1Cum = (a+b+c+d) =

Roofing with 6 mm thick corrugated asbestos cement sheets, fixing with G.I ‘J’ bolts & nuts 8 mm dia G.I plain washers complete including seigniorage charges etc., complete for finished item of work, but excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials – upto 600 pitch.

6 mm thick corrugated AC sheets 1.00 T /sqm 15.00 T /sqm8 mm dia G.I ‘J’ bolts & nuts 1.00 nos 22.03 nosG.I washers 1.00 nos 22.03 nosBitumen washers 1.00 nos 22.03 nosB. LABOURCarpenter II class 1.00 day 0.43 dayMan mazdoor 1.00 day 0.54 day

LS LS

LS LS

Grand TotalRate per 10 sqm = Grand Total/10

11

Cost of MS Pipe (P.No. 14 S.No. 139) 1.00 Kg 5.10 50.00

( Pipe weight per 1 Rmt = @ 5.10 kg/ 1 Rmt )

1.00 Kg 5.10 1 Kg

0.00

Rate per 1 Rmt =

Sundries including 50 x 6 mm iron wind ties white lead etc.

Add for Standard specification 1mm. Thick ridging and 1.25 mm thick sheet vallyes when such are required for a particular work. Average allowance for 10 sqm roofing.

Cost, Supply and Fixing 50mm ( 2") dia M.S. Pipe including cost and conveyance of all materials to site and all labour charges etc., complete for finished item of work.

Fabrication, Cutting and Fixing charges (P.No.14, S.No.142 & 143) 10.00 + 9.00 = 19.00

Add : 0% Municipal Allowance on Labour Component




PH

E-L

JG

I-7

16

Details of cost for 10m i)

a) LabourPlumber 2nd class 1 Day 0.06 daysMan mazdoor 1 Day 0.16 days

1 Cum 2.50 Cum

b) Material G.I.pipes :15mm (BMW-F.79) 1 Mt. 10.00 Mt.Deduct : Labour Charges (BMW-F.80) 1 Mt. 10.00 Mt.white lead, hemp yarn, oil etc. L.S.

Nil(d) Total = a+b+c(e) Add for water charges @ 1% on Labour & Testing Charges(f) Total = d+e(g) Overheads & Contractors Profit 14%(h) Cost for 10 rmt (f+g)

Rate per rmt = h/10

ii)a) LabourPlumber 2nd class 1 Day 0.06 daysMan mazdoor 1 Day 0.16 days

1 Cum 2.50 Cum

b) Material G.I. pipes : 20mm ( P.No.98, Sl.No. 292) 1 Mt. 10.00 Mt.Deduct : Labour Charges ( P.No.98, Sl.No. 293) 1 Mt. 10.00 Mt.white lead, hemp yarn, oil etc. L.S.


Rate per rmt = h/10

iii)

Supply, Lowering and Jointing G.I. pipes and specials / fittings including excavation of trench of 0.5m width and 0.50 m depth in all soils except rock requiring blasting and refilling trenches after laying and jointing pipes and also including cost of jointing materials.


E.W.Excavation & refilling 10x0.50x0.50=2.50cum ( Rate as per civil data )

c) Machinery



c) Machinery


a) LabourPlumber 2nd class 1 Day 0.12 daysMan mazdoor 1 Day 0.25 days

1 Cum 2.50 Cum



Rate per rmt = h/10

iv)a) LabourPlumber 2nd class 1 Day 0.12 daysMan mazdoor 1 Day 0.25 days

1 Cum 2.50 Cum



Rate per rmt = h/10

v)a) LabourPlumber 2nd class 1 Day 0.16 days

Man mazdoor 1 Day 0.33 days

1 Cum 2.50 Cum

b) Material G.I. pipes : 40mm ( P.No.98, Sl.No. 298) 1 Mt. 10.00 Mt.

Deduct : Labour Charges ( P.No.98, Sl.No. 297) 1 Mt. 10.00 Mt.

white lead, hemp yarn, oil etc. L.S.


c) Machinery



c) Machinery



Nil

(d) Total = a+b+c(e) Add for water charges @ 1% on Labour & Testing Charges

(f) Total = d+e(g) Overheads & Contractors Profit 14%

(h) Cost for 10 rmt (f+g)

Rate per rmt = h/10

c) Machinery

DATA ( S.O.R. 2011-2012)Name of the Work :-

Unit Rate

6 7

5340.25 7689.96

1679.37 1763.34

258.00 51.60

9504.90

5340.25 5126.64

1679.37 1763.34

258.00 51.60

6941.58

5340.25 3844.98

1679.37 1763.34

258.00 51.60

5659.92

5340.25 2563.32

1679.37 1763.34

Amount (Rs.)

258.00 51.60

4378.26

5340.25 1922.49

1679.37 1763.34

258.00 51.60

3737.43

5340.25 1537.99

1679.37 1763.34

258.00 51.60

3352.93

5340.25 1281.66

1679.37 1763.34

258.00 51.60

3096.60

5340.25 961.25

1679.37 1763.34

258.00 51.60

2776.19

258.00 939.12

939.12 704.34

1643.46 230.08

22.00 220.00

2093.54

209.40

258.00 939.12

939.12 131.48

22.00 220.00

1290.60

129.10

--

258.00 13.42

13.42 1.88

0.06

15.40

301.08 301.08

--

258.00 79.98

381.06 53.35

434.50

120.92 120.92

--

258.00 79.98

200.90 28.13

229.10

5340.25 692.10

1330.12 1197.11

1679.37 755.72

77.00 92.40

276.74 276.74

342.00 34.20

258.00 358.62

3406.89 476.96

3883.90

5340.25 692.10

1330.12 1197.11

1679.37 755.72

77.00 92.40

342.00 34.20

258.00 608.88

3380.41 473.26

3853.70

5340.25 865.12

1330.12 1197.11

1679.37 755.72

77.00 92.40

276.74 276.74

342.00 34.20

258.00 358.62

3579.91 501.19

4081.10

5340.25 865.12

1330.12 1197.11

1679.37 755.72

77.00 92.40

342.00 34.20

258.00 608.88

3553.43 497.48

4051.00

5340.25 1174.86

1927.40 1734.66

1679.37 755.72

77.00 92.40

342.00 34.20

258.00 608.88

4400.72

SF TF4400.72 4400.72

455.00 455.00

128.62 192.92

4984.34 5048.64

697.81 706.81

5682.20 5755.50

5340.25 1602.08

1927.40 1734.66

1679.37 755.72

342.00 34.20

258.00 608.88

77.00 92.40

4827.94

SF TF4827.94 4827.94

128.62 192.92

4956.56 5020.86

693.92 702.92

5650.50 5723.80

5340.25 2136.10

1927.40 1734.66

1679.37 755.72

342.00 34.20

258.00 608.88

77.00 92.40

5361.96

SF TF5361.96 5361.96

455.00 455.00

128.62 192.92

5945.58 6009.88

832.38 841.38

6778.00 6851.30

5340.25 2136.10

326.67 294.00

1679.37 755.72

342.00 34.20

258.00 608.88

77.00 92.40

3921.30 548.98

4470.30

1927.40 1734.66

1679.37 755.72

5340.25 2136.10

77.00 92.40

342.00 45.49

312.00 83.30

258.00 928.80

276.74 276.74

140.80 140.80

6194.01

6194.01 6194.01

455.00 455.00

6649.01 930.86

7579.90

6194.01 6194.01

698.80 698.80

6892.81 964.99

7857.80

6194.01 6194.01

1947.00 1947.00

8141.01 1139.74

9280.80

1927.40 1734.66

1679.37 755.72

5340.25 2136.10

77.00 92.40

342.00 57.11

312.00 52.10

258.00 1212.60

276.74 276.74

140.80 140.80

6458.23

SF TF6458.23 6458.23

1164.20 1254.20

264.36 396.54

7886.79 8108.97

1104.15 1135.26

8991.00 9244.30

SF TF6458.23 6458.23

-140.80 -140.80

1355.60 1420.40

264.36 396.54

7937.39 8134.37

1111.23 1138.81

9048.70 9273.20

SF TF968.73 968.73

2864.00 2864.00

39.65 59.48

3872.38 3892.21

542.13 544.91

4414.60 4437.20

SF TF484.37 484.37

2864.00 2864.00

19.83 29.74

3368.20 3378.11

471.55 472.94

3839.80 3851.10

1927.40 1734.66

1679.37 755.72

5340.25 2136.10

77.00 92.40

342.00 22.91

20.32 2.70

258.00 645.00

276.74 73.89

140.80 37.59

5500.97

SF TF5500.97 5500.971794.20 1869.80134.12 201.18

7429.29 7571.951040.1 1060.07

8469.40 8632.10

SF TF5500.97 5500.97

2008.00 2092.00

134.12 201.18

7643.09 7794.15

1070.03 1091.18

8713.20 8885.40

SF TF6051.07 6051.07

2008.00 2092.00

147.53 221.3

8206.60 8364.37

1148.92 1171.01

9355.60 9535.40

SF TF6326.12 6326.12

2008.00 2092.00

154.24 231.36

8488.36 8649.48

1188.37 1210.93

9676.80 9860.50

SF TF6601.16 6601.16

2008.00 2092.00

160.95 241.42

8770.11 8934.58

1227.82 1250.84

9998.00 10185.50

SF SF6876.21 6876.21

2008.00 2092.00

167.65 251.48

9051.86 9219.69

1267.26 1290.76

10319.20 10510.50

SF SF8251.46 8251.46

2008.00 2092.00

201.18 301.78

10460.64 10645.24

1464.49 1490.33

11925.20 12135.60

SF SF9076.60 9076.60

2096.00 2180.00

221.30 331.95

11393.90 11588.55

1595.15 1622.40

12989.10 13211.00

SF SF9626.70 9626.70

2096.00 2180.00

234.71 352.07

11957.41 12158.77

1674.04 1702.23

13631.50 13861.00

SF SF9901.75 9901.75

2096.00 2180.00

241.42 362.13

12239.17 12443.88

1713.48 1742.14

13952.70 14186.10

SF SF10176.79 10176.79

2096.00 2180.00

248.13 372.19

12520.92 12728.98

1752.93 1782.06

14273.90 14511.10

SF SF11001.94 11001.94

2096.00 2180.00

268.24 402.37

13366.18 13584.31

1871.27 1901.80

15237.50 15486.20

1927.40 1734.66

1679.37 755.72

5340.25 2136.10

77.00 92.40

342.00 22.91

312.00 41.50

258.00 645.00

276.74 73.89

5502.18

SF TF343.89 343.89

234.60 245.40

8.87 13.30

587.36 602.59

82.23 84.36

UNSHADES (75mm/50mm) ( Avg. thcik 62.5mm)

669.60 687.00

SF TF481.44 481.44

234.60 245.40

12.41 18.62

728.45 745.46

101.98 104.36

830.50 849.90

1927.40 1734.66

1679.37 755.72

5340.25 1602.08

77.00 92.40

342.00 22.91

312.00 41.50

258.00 645.00

276.74 73.89

4968.16

SF TF2484.08 2484.08

2008.00 2092.00

UNSHADES (100mm/75mm) ( Avg. thcik 87.5mm)

70.94 106.41

4563.02 4682.49

638.82 655.55

5201.90 5338.10

SF TF1242.04 1242.04

2008.00 2092.00

35.47 53.21

3285.51 3387.25

459.97 474.22

3745.50 3861.50

5340.25 317.21

955.49 420.42

810.12 405.06

1560.48 249.68

1679.37 554.19

342.00 410.40

258.00 516.00

2872.96 402.21

3275.20

5340.25 76.90

1679.37 50.38

312.00 156.00

258.00 190.92

474.20 66.39

540.60

4160.24 2130.04

5340.25 256.33

1679.37 335.87

342.00 82.08

312.00 174.72

258.00 487.62

3466.66 485.33

3952.00

4160.24 2130.04

5340.25 192.25

1679.37 335.87

342.00 82.08

312.00 174.72

258.00 487.62

3402.583402.58 476.36

3879.00

SF TF3402.58 3402.58

398.60 492.51

148.88 223.33

3950.06 4118.42

553.01 576.58

4503.10 4695.00

4160.24 2130.04

3737.43 747.49

342.00 205.20

312.00 187.20

258.00 709.50

3979.43

SF TF397.94 397.94

91.68 113.28

220.38 330.57

710.00 841.79

99.40 117.85

809.40 959.70

4160.24 2350.54

5340.25 566.07

1679.37 369.46

342.00 205.20

312.00 187.20

258.00 709.50

4387.97

SF TF4387.97 4387.97

916.80 1132.80

220.38 330.57

5525.15 5851.34

773.52 819.19

6298.70 6670.60

14574.01 1603.14

3096.60 309.66

285.00 119.70

260.00 239.20

215.00 602.00

2873.70

SF TF2873.70 2873.70

398.60 492.51

192.18 288.27

3464.48 3654.48

485.03 511.63

3949.60 4166.20

42048.25 44150.66

55.00 330.00

360.00 3600.00

258.00 2580.00

50660.66

SF TF50660.66 50660.66

1236.00 1854.00

51896.66 52514.66

7265.53 7352.05

59162.20 59866.80

40048.25 42050.66

55.00 330.00

360.00 720.00

As per Revision and updation of A.P. Revised Standard Data vide proceedings No. CEB/TA8/AEE3/SSR : 2010-

11, D : 21.01.2011

258.00 1651.20

44751.86

SF TF44751.86 44751.86

474.24 711.36

45226.10 45463.22

6331.65 6364.85

51557.80 51828.10

5340.25 140.98

1679.37 184.73

5340.25 76.90

1679.37 67.17

342.00 215.46

312.00 458.64

258.00 1006.20

2150.08

SF TF2150.08 2150.08

182.60 225.00

336.06 504.09

2668.74 2879.17

373.62 403.08

3042.40 3282.30

5340.25 140.98

1679.37 184.73

5340.25 76.90

1679.37 67.17

342.00 215.46

312.00 458.64

258.00 1006.20

2150.08

SF TF2150.08 2150.08

91.70 113.30

336.06 504.09

2577.84 2767.47

360.90 387.45

2938.80 3155.00

5340.25 229.63

1679.37 302.29

5340.25 77.43

1679.37 67.17

342.00 215.46

312.00 458.64

258.00 1006.20

2356.82

SF TF2356.82 2356.82

91.70 113.30

336.06 504.09

2784.58 2974.21

389.84 416.39

3174.50 3390.60

3352.93 502.94

0.00 0.00

285.00 171.00

215.00 206.40

880.34

SF TF880.34 880.34

91.70 113.30

75.48 113.22

1047.52 1106.86

146.65 154.96

1194.20 1261.90

3352.93 704.12

0.00 0.00

260.00 244.40

215.00 344.00

1292.52

SF TF1292.52 1292.52

91.70 113.30

117.68 176.52

1501.90 1582.34

210.27 221.53

1712.20 1803.90

4378.26 919.43

24.00 48.00

342.00 225.72

312.00 480.48

258.00 954.60

2628.23

SF TF2628.23 2628.23

332.16 498.24

2960.39 3126.47

414.45 437.71

3374.90 3564.20

1551.11 1706.22

5340.25 115.35

5340.25 176.23

5340.25 106.81

1679.37 201.52

342.00 1060.20

312.00 343.20

258.00 221.88

1625.28 16.25

3947.66

SF TF3947.66 3947.66

325.06 487.58

4272.72 4435.24

598.18 620.93

4870.90 5056.20

1551.11 1566.62

1679.37 201.52

5340.25 307.60

5340.25 176.23

342.00 328.32

312.00 698.88

258.00 799.80

1827.00 18.27

4097.24

SF TF4097.24 4097.24

365.40 548.10

4462.64 4645.34

624.77 650.35

5087.50 5295.70

1498.85 1573.79

5340.25 115.35

5340.25 51.27

1679.37 201.52

1679.37 33.59

342.00 328.32

312.00 698.88

258.00 851.40

3854.12 38.54

3892.66 544.97

4437.70

1288.81 1301.70

5340.25 115.35

5340.25 176.23

5340.25 106.81

1679.37 201.52

342.00 1060.20

312.00 343.20

258.00 221.88

1625.28 16.25

3543.14

SF TF3543.14 3543.14

325.06 487.58

3868.20 4030.72

541.55 564.30

4409.80 4595.10

1288.81 1301.70

1679.37 201.52

5340.25 307.60

5340.25 176.23

342.00 328.32

312.00 698.88

258.00 799.80

1827.00 18.27

3832.32

SF TF3832.32 3832.32

365.40 548.10

4197.72 4380.42

587.68 613.26

4785.40 4993.70

248.24 2606.52

5340.25 115.35

5340.25 51.27

1679.37 201.52

1679.37 33.59

342.00 328.32

312.00 698.88

258.00 851.40

4886.85 48.87

4935.72 691.00

5626.80

248.24 2606.52

5340.25 51.27

1679.37 33.59

342.00 328.32

312.00 698.88

258.00 851.40

4569.98 45.70

4615.68 646.20

5261.90

1407.40 253.33

1572.40 283.03

1732.40 935.50

1471.86

1471.86 1324.67

5340.25 640.83

1679.37 142.75

342.00 427.50

312.00 18.72

258.00 774.00

3328.47 33.28

3361.75 470.65

3883.90 3883.90

7716.30

SF TF7716.30 7716.30

244.04 366.07

7960.34 8082.37

1114.45 1131.53

9074.80 9213.90

374.00 3927.00

5340.25 115.35

5340.25 176.23

25.00 50.00

1679.37 201.52

342.00 328.32

312.00 698.88

258.00 851.40

6348.70 63.49

6412.19 897.71

7309.90

280.00 2940.00

5340.25 184.56

5340.25 176.23

25.00 50.00

1679.37 201.52

342.00 328.32

312.00 698.88

258.00 851.40

5430.91 54.31

5485.22 767.93

6253.20

5340.25 211.47

1679.37 184.73

5340.25 153.80

1679.37 67.17

342.00 215.46

312.00 458.64

258.00 1006.20

2297.50

12.00 159.60

4378.26 1094.57

5340.25 267.01

2297.50 5008.55

342.00 2736.00

342.00 342.00

258.00 2580.00

276.74 553.48

12741.21

SF TF12741.21 12741.21

91.70 113.30

1131.60 1697.40

13964.51 14551.91

1955.03 2037.27

15919.60 16589.20

335.00 335.00

335.00 46.90

381.90

14.00 28.00

360.00 21.60

312.00 46.80

258.00 82.56

178.96 1.79

180.75 25.31

206.10

206.10 206.10

206.10 103.05

309.20

100.00 100.00

35.00 122.50

360.00 75.60

312.00 152.88

360.00 54.00

312.00 109.20

258.00 387.00

1001.18 10.01

1011.19 141.57

1152.80

170.00 187.00

360.00 118.80

312.00 240.24

546.04 76.45

622.50

100.00 70.00

360.00 75.60

312.00 152.88

298.48 41.79

340.30

170.00 204.00

360.00 129.60

312.00 262.08

595.68 83.40

679.10

340.30 340.30

679.10 679.10

1019.40

32.80 114.80

342.00 51.30

312.00 109.20

258.00 387.00

662.30 6.62

668.92 93.65

762.60

100.00 50.00

60.00 102.00

360.00 28.80

312.00 59.28

360.00 129.60

312.00 262.08

631.76 88.45

720.30

170.00 187.00

360.00 129.60

312.00 262.08

578.68 81.02

659.70

170.00 153.00

360.00 118.80

312.00 240.24

512.04 71.69

583.80

1750.00 1750.00

1750.00 245.00

1995.00

188.00 1974.00

8.00 176.24

0.50 11.02

0.20 4.41

312.00 134.16

258.00 139.32

2439.15 341.48

2780.70

45.00 45.00

16.80 16.80

14.40 14.40

76.20 10.67

86.90

80.00 240.0084.00 84.0056.00 56.00

14.00 42.00

342.00 102.60312.00 218.40258.00 258.00

1001.00 140.14

1141.14

380.40

5659.92 848.99342.00 205.20258.00 247.68

1301.87

5659.92 1188.58342.00 205.20258.00 247.68

1641.46

5340.25 18.6990.00 1350.00

342.00 205.20258.00 247.68

1821.57

170.00 187.00342.00 112.86312.00 240.24

540.10

1301.87 524.65

1641.46 70.581821.57 655.77

540.10 217.66

1468.66 205.61

1674.27

465.10

41000.00 41.00

19.20 19.20

3.60 3.60

63.80 8.93

72.80

185.00 185.00

185.00 25.90

210.90

232.00 1359.52

670.00 2016.70

4400.72 96.82

30.00 180.00

23.00 138.00

63.00 126.00

124.00 124.00

23.00 92.00

34.00 68.00

230.00 692.30

4893.34 685.07

5578.00

232.00 1289.92

670.00 1594.60

4400.72 92.42

30.00 180.00

23.00 138.00

63.00 126.00

124.00 124.00

23.00 92.00

34.00 68.00

230.00 547.40

4252.34 595.33

4848.00

232.00 1252.80

670.00 1386.90

4400.72 88.01

30.00 180.00

23.00 69.00

63.00 126.00

124.00 124.00

23.00 46.00

34.00 34.00

230.00 476.10

3782.81 529.59

4312.00

232.00 1215.68

670.00 1159.10

4400.72 88.01

30.00 180.00

23.00 69.00

63.00 126.00

124.00 124.00

23.00 46.00

34.00 34.00

230.00 397.90

3439.69 481.56

3921.00

232.00 1187.84

670.00 951.40

4400.72 88.01

262.00 275.10

30.00 180.00

23.00 69.00

38.00 38.00

80.00 80.00

23.00 46.00

230.00 326.60

3241.95 453.87

3696.00

232.00 1220.32

670.00 1480.70

4400.72 88.01

30.00 180.00

23.00 138.00

63.00 126.00

124.00 124.00

23.00 92.00

34.00 68.00

230.00 508.30

4025.33 563.55

4589.00

232.00 1183.20

670.00 1286.40

4400.72 83.61

30.00 180.00

23.00 69.00

63.00 126.00

124.00 124.00

23.00 46.00

34.00 34.00

230.00 441.60

3573.81 500.33

4074.00

232.00 1146.08

670.00 1078.70

4400.72 83.61

30.00 180.00

23.00 69.00

63.00 126.00

124.00 124.00

23.00 46.00

34.00 34.00

230.00 370.30

3257.69 456.08

3714.00

232.00 1113.60

670.00 884.40

4400.72 88.01

262.00 275.10

30.00 180.00

23.00 69.00

38.00 38.00

80.00 80.00

23.00 46.00

230.00 303.60

3077.71 430.88

3509.00

90.00 63.00

360.00 75.60

312.00 152.88

291.50

0.68 Sqmts.


41048.25 278.72

41048.25 459.33

19.20 345.22

3.60 64.73

291.50 39.94

1187.94 166.31

1354.00

0.55 Sqmts.


41048.25 218.38

41048.25 368.20

19.20 274.37

3.60 51.44

291.50 32.07

944.46 132.22

1077.00

0.41 Sqmts.


41048.25 181.43

41048.25 273.79

19.20 212.93

3.60 39.92

291.50 23.61

731.68 102.44

834.00

0.27 Sqmts.


41048.25 146.95

41048.25 182.66

19.20 154.18

3.60 28.91

291.50 15.74

528.44 73.98

602.00

0.62 Sqmts.


41048.25 235.62

41048.25 421.16

19.20 307.20

3.60 57.60

291.50 35.85

1057.43 148.04

1205.00

0.82 Sqmts.


41048.25 314.43

41048.25 552.51

19.20 405.50

3.60 76.03

291.50 48.10

1396.57 195.52

1592.00

1.83 Sqmts.


41048.25 339.06

41048.25 1162.08

19.20 702.14

3.60 131.65

291.50 106.69

2441.62 341.83

2783.00

0.90 Sqmts.


41048.25 267.63

41048.25 576.32

19.20 394.75

3.60 74.02

291.50 52.47

1365.19 191.13

1556.00

0.73 Sqmts.


41048.25 235.62

41048.25 465.08

19.20 327.74

3.60 61.45

291.50 42.56

1132.45 158.54

1291.00

0.73 Sqmts.


41048.25 235.62

41048.25 465.08

19.20 327.74

3.60 61.45

291.50 42.56

1132.45 158.54

1291.00

4806.00 4806.00

427.00 -427.00

624.00 624.00

5003.00 700.42

5703.50

4806.00 4806.00

4806.00 672.84

5478.90

90.00 63.00

360.00 75.60

312.00 152.88

291.48 0.00

291.50

OUTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 4040 - 40mm x 40mm x6mm

INNER SHUTTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 2525 - 25mm X25mm X 4mm

41048.25 1766.31

41048.25 955.60

44048.25 858.94

41048.25 681.40

291.50 182.19

16.00 256.00

23.00 184.00

18.00 144.00

19.20 1966.27

3.60 368.68

7363.39 1030.87

8394.00



41048.25 1484.30

41048.25 886.64

44048.25 764.24

41048.25 546.76

291.50 161.78

16.00 256.00

23.00 184.00

18.00 144.00

19.20 1697.86

3.60 318.35

6443.93 902.15

7346.00

41048.25 1469.94

41048.25 745.44

44048.25 695.08

41048.25 546.76

291.50 181.90

16.00 192.00

23.00 138.00

18.00 108.00

19.20 1594.94

3.60 299.05

5971.11 835.96

6807.00

41048.25 1107.48

41048.25 507.36

44048.25 505.23

41048.25 403.50

291.50 107.86

16.00 128.00

23.00 92.00

18.00 72.00

19.20 1164.29

3.60 218.30

4306.02 602.84

4909.00



41048.25 905.52

41048.25 405.56

44048.25 336.53

41048.25 288.16

291.50 70.83

16.00 128.00

23.00 92.00

18.00 72.00

19.20 894.72

3.60 167.76

3361.08 470.55

0.27

3832.00

41048.25 1043.04

41048.25 472.88

44048.25 448.85

41048.25 345.63

291.50 96.20

16.00 128.00

23.00 92.00

18.00 72.00

14.00 777.56

3.00 166.62

3642.78 509.99

0.27

4153.00

2000.00 2000.00

2000.00 280.00

2280.00

3.30 3.30

3.30 0.46

3.80

258.00 201.24

345.00 93.15

294.39 41.21

335.60

268.50

239.00 239.00

239.00 33.46

272.50

29.00 29.00

29.00 4.06

33.10

42.00 42.00

42.00 5.88

47.90

258.00 629.52

629.52 6.30

635.82 89.01

724.90

258.00 1114.56

1114.56 11.15

1125.71 157.60

1283.40

20.90 2090.00

40.00 80.00

44.00 132.00

18.70 224.40

4.40 52.80

5.34 267.00

372.00 744.00

312.00 624.00

312.00 624.00

342.00 684.00

5522.20 773.11

6295.31

63.00

27.50 2750.00

22.00 264.00

5.50 66.00

372.00 744.00

312.00 624.00

312.00 624.00

5072.00 710.08

= 5782.08

57.90

27.50 2750.00

40.00 80.00

44.00 132.00

22.00 264.00

5.50 66.00

5.34 267.00

372.00 744.00

312.00 624.00

312.00 624.00

342.00 684.00

6235.00 872.90

7107.90

71.10

880.00 880.00

18.00 108.00

25.00 150.00

44.00 44.00

372.00 223.20

312.00 374.40

312.00 187.20

1966.80 275.35

2242.15

373.70

880.00 880.00

18.00 126.00

25.00 175.00

44.00 44.00

372.00 223.20

312.00 374.40

312.00 187.20

2009.80 281.37

2291.17

327.40

880.00 880.00

18.00 270.00

27.00 405.00

372.00 558.00

312.00 468.00

312.00 468.00

3049.00 426.86

3475.86

231.80

27.00 27.00

18.00 18.00

372.00 24.92

312.00 20.90

90.82 12.71

103.60

26.40 26.40

146.00 146.00

372.00 37.20

312.00 31.20

240.80 33.71

274.60

2090.00 4180.00

372.00 249.24

312.00 624.00

312.00 209.04

880.00 880.00

372.00 126.48

312.00 312.00

312.00 106.08

6686.84 936.16

= 7623.00

76.30

3080.00 6160.00

372.00 372.00

312.00 936.00

312.00 312.00

2090.00 2090.00

372.00 126.48

312.00 312.00

312.00 106.08

10414.56 1458.04

11872.60

118.80

20.00 20.00

11.00 11.00

372.00 18.60

312.00 15.60

65.20 9.13

74.40

273.00 273.00

40.00 40.00

990.00 9.90

16.00 0.32

97.20 1.94

6.00 12.00

372.00 37.20

312.00 31.20

405.56 56.78

= 462.40

893.00 893.00

40.00 40.00

990.00 9.90

16.00 0.32

97.20 1.94

6.00 12.00

372.00 37.20

312.00 31.20

1025.56 143.58

= 1169.20

220.00 220.00

312.00 31.20

251.20 35.17

286.40

1610.00 1610.00

1610.00 16.10

990.00 9.90

372.00 46.50

312.00 39.00

1721.50 241.01

286.40

= 2249.00

2645.00 2645.00

2645.00 26.45

990.00 9.90

5.34 133.50

372.00 93.00

312.00 78.00

342.00 85.50

3071.35 429.99

= 3501.40

804.60 804.60

366.20 366.20

200.60 1203.60

372.00 186.00

312.00 156.00

312.00 312.00

3028.40 423.98

3452.40

1398.60 1398.60

813.10 813.10

200.60 2407.20

372.00 186.00

312.00 312.00

312.00 312.00

5428.90 760.05

6189.00

209.40 177.99

209.40 188.46

366.45 91.61

301.00 752.50

30.00 30.00

5.00 80.00

10.00 40.00

250.00 250.00

8.00 320.00

4.00 80.00

372.00 186.00

312.00 312.00

2508.56 351.20

= 2859.80

1365.00 1365.00

40.00 40.00

191.00 191.00

990.00 19.80

372.00 74.40

342.00 68.40

312.00 62.40

1821.00 254.94

2075.90

2339.40 2339.40

170.00 170.00

301.00 301.00

2090.00 83.60

10.00

372.00 93.00

360.00 90.00

312.00 78.00

342.00 85.50

3250.50 455.07

3705.60

5368.50 5368.50

650.00 650.00

301.00 301.00

1900.00 76.00

10.00

372.00 93.00

360.00 90.00

312.00 78.00

342.00 85.50

6752.00 945.28

7697.30

196.60 19660.00

209.40 5653.80

4160.24 3827.42

301.08 1806.48

5340.25 133.51

75.00 900.00

258.00 645.00

372.00 372.00

312.00 624.00

258.00 516.00

34138.21 4779.35

38917.56

389.20

193.00 193.00

193.00 27.02

220.10

319.00 319.00

319.00 44.66

363.70

915.00 915.00

915.00 128.10

1043.10

220.00 220.00

220.00 30.80

250.80

2626.00 2626.00

2626.00 367.64

2993.70

81.00 81.00

81.00 11.34

92.40

58.00 58.00

58.00 8.12

66.20

1081.00 1081.00

1081.00 151.34

1232.40

793.00 793.00

793.00 111.02

904.10

530.00 530.00

530.00 74.20

604.20

360.00 360.00

360.00 50.40

410.40

190.00 190.00

190.00 26.60

216.60

4.40 4.40

4.40 0.62

5.10

5.75 5.75

5.75 0.81

6.60

0.44 0.44

0.44 0.06

0.50

131.00 131.00131.00 18.34

149.40

146.00 146.00146.00 20.44

166.50

191.00 191.00

191.00 26.74

217.80

269.00 269.00269.00 37.66

306.70

301.00 301.00

301.00 42.14

343.20

10.00 10.0010.00 1.40

11.40

16.00 16.0016.00 2.24

18.30

26.00 26.0026.00 3.64

29.70

39.00 39.0039.00 5.46

44.50

61.00 61.00

61.00 8.54

69.60

40.00 40.0040.00 5.60

45.60

59.00 59.0059.00 8.26

67.30

81.00 81.0081.00 11.34

92.40

118.00 118.00118.00 16.52

134.60

153.00 153.00

153.00 21.42

174.50

121.00 121.00

121.00 16.94

138.00

342.00 44.4644.46 6.22

50.68

5.10

342.00 88.9288.92 12.45

101.37

10.10

1750.00 1750.00

1750.00 245.00

1995.00

482.00 482.00

482.00 67.48

549.50

179.00 179.00

179.00 25.06

204.10

215.00 113.09

113.09 15.83

129.00

258.00 162.80

162.80 22.79

185.60

258.00 203.56

203.56 28.50

232.10

258.00 144.48

144.48 20.23

164.80

258.00 203.56

203.56 28.50

232.10

258.00 254.39

254.39 35.61

290.00

5340.25 2136.10

1927.40 1734.66

1679.37 755.72

77.00 92.40

342.00 34.20

312.00 62.40

258.00 890.10

276.74 276.74

5982.32 837.52

6819.90

(including Bore pipe stem and under ream bulbs )

188.00 2820.008.00 176.210.50 11.010.20 4.41

312.00 134.85258.00 139.45

5.00 5.00

0.79

3291.723291.72

1Kg 255.00

1 Kg 19.00


260.00 15.60215.00 34.40111.20 278.00

131.00 1310.00-33.00 -330.00

10.00

1318.00328.00 3.28

1321.281321.28 184.98

1506.26

150.60

260.00 15.60215.00 34.40111.20 278.00

146.00 1460.00-29.00 -290.00

10.00

1508.00328.00 3.28

1511.281511.28 211.58

1722.86

172.30

260.00 31.20215.00 53.75111.20 278.00

191.00 1910.00-29.00 -290.00

10.00

1992.95362.95 3.63

1996.581996.58 279.52

2276.10

227.60

260.00 31.20215.00 53.75111.20 278.00

269.00 2690.00-29.00 -290.00

2762.95362.95 3.63

2766.582766.58 387.32

3153.90

315.40

260.00 41.60

215.00 70.95

111.20 278.00

301.00 3010.00

-31.00 -310.00

3090.55390.55 3.91

3094.463094.46 433.22

3527.68

352.80

DETAILED CUM ABSTRACT ESTIMATE

ESTIMATED COST Rs. 361,875 Description of item Nos Measurements Quantity Rate per Amount

L B D1

Septic tank 1 x 1 8.56 3.56 2.00 60.95Soak pit 1 x 2 2.00 2.00 2.00 16.00Add for rounding off 3.05

80.00 209.40 10 1675.2

p

Septic tank 1 x 1 8.56 3.56 0.15 4.57Soak pit 1 x 2 2.00 2.00 0.15 1.20Add for rounding off 0.23

6.00 3883.90 1 23303

3

Septic tank long walls 1 x 2 7.96 0.23 2.30 8.42do short walls 1 x 2 2.50 0.23 2.30 2.65for soak pit 1 x 2 2.00 0.23 2.30 2.12do short walls 1 x 2 1.54 0.23 2.30 1.63Add for rounding off 0.19

15.00 3952.00 1 59280

4

NAME OF THE WORK : PROVIDING WAER SUPPLY AND SANITARY ARRANGEMENTS TO SCHOOL BUILDING OF APTWR'SCHOOL COMPLEX AT_____________________ OF NELLORE DISTRICT

Sl. No

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work for Septic Tank, Soak Pit & Sump (APSS No. 308)

m3

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

m3

Brick Masonry with CM (1:6) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, curing, etc., complete for finished item of work for basement. (APSS No. 501 & 504).

m3

Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size HBG (SS5) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as centering, shuttering, scaffolding, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No.402 & 403)

over septic tank 1 x 1 8.56 3.56 30.47over soak pits 1 x 2 2.00 2.00 8.00

1.5340.00 8368.80 10 33475

5

in side septic tank alround 1 x 1 20.00 2.30 46.00out side septic tank above GL 1 x 1 21.84 0.30 6.55out side soak pit above GL 1 x 2 8.00 0.30 4.80

2.6560.00 1528.80 10 9173

6

in septic tank 1 x 1 2.50 1.50 3.75 14580.30 1 54676

7

in wcs 1 x 12 1212 1043.10 1 No 12517

8

for toilets 1 x 12 12at utility 1 x 6 6

18 549.50 1 No 98919

from toilet to septic tank 1 x 1 15.00 15.00Septic tank to soak pit 1 x 1 5.00 5.00

20.00 220.10 1 Rmt 4402

VRCC M20 (1:1.5:3) for Slabs 100mm thick

m2

Plastering 20mm thick in CM (1:5) with dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for UnEven Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

m2

Constructing 50.8mm thick RCM baffle wall wth 2.267Kg steel and rabbit wire mesh in CM 1:3 with fine rendering in neat cement

m2

Providing and fixing 23" (582 mm) long white glazed Indian W.C. Orissa Pan with ‘P’ or ‘S’ trap as per IS - 2556 with brick masonry seat as approved by the Engineer-in-charge with necessary ‘P’ or ‘S’ trap of water closet shall be encased in C.C. (1:2:4) 6" alround well above the joint, to stop leakage at the joint, cost & conveyance of all materials and C.C. bed and labour charges etc., complete for finished item of work for different floors, including sales and other taxes on all materials

Supplying and Fixing 150 mm (6") x 100 mm (4") gully trap of 1st class with C.I. grating and constructing single brick masonry wall chamber of size 20" x 14" x 12" in CM (1:6) pro. over a C.C. (1:5:10) prop. Bed 100mm thick and plastering 12mm thick in CM (1:4) prop. both inside and outside surfaces and fitted with 12" x 9" C.I. frame and hinged cover of standard make as directed, including sales and other taxes on all materials (APSS No 1326)

Supplying, laying, jointing and testing SWG pipes101.6mm 1st quality with air tight cement joints in CM (1½:1) prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) upto 0.9/1.50 Mtrs. depth and refilling watering and tamping to the required slope including sales and other taxes on all materials (A.P.S.S.No. 1301 & 1318) up to 3'-0" deep

10

main line man hole to septic tank 1 x 1 25.00 25.00 363.70 1 Rmt 909311

for wcs 1 x 12 12for toilets 1 x 6 6on main line 1 x 4 4between septic tank to soakpit 1 x 1 1

23 2993.70 1 No 6885512

in bath rooms 1 x 12 1212 204.10 1 No 2449

13

in toilets 1 x 12 12in wcs 1 x 12 12for utility 1 x 12 12

36 216.60 1 No 779814

Afor toilet block 1 x 12 0.60 7.20for wc block 1 x 12 0.60 7.20for utility 1 x 12 0.60 7.20

21.60 149.40 1 No 3227B 20mm GI B-class pipe

1 x 1 25.00 25.00 166.50 1 Rmt 4163

C 25mm GI - B class pipe 1 x 1 50.00 50.00

from over head tank to WCs and toilets 1 x 2 20.00 40.00from OHT to external water points 1 x 1 25.00 25.00

Supplying, laying, jointing and testing SWG pipes152.4mm 1st quality with air tight cement joints in CM (1½:1) prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) upto 0.9/1.50 Mtrs. depth and refilling watering and tamping to the required slope including sales and other taxes on all materials (A.P.S.S.No. 1301 & 1318)

Construction of 0.90 Mtrs. internal dia inspection chamber in brick masonry 230 mm thick walls in CM (1:6) pro. upto a depth of 0.90 Mtrs., with necessary corbelling in the same masonry as per ISI standards including earth work excavation in all types of soils upto a depth of 0.90 Mtrs. laying 150mm thick bed in C.C. (1:5:10) prop. forming necessary channels and bedding upto the bottom of channel with C.C. (1:2:4) pro. 20mm thick cement plastering with C.M. (1:3) pro. both inside and outside but the inside surface finished smooth with neat cement, providing and fixing precast RCC cover of internal size 500 mm dia and C.I. steps wherever required, painting with approved paint including excavation in all types of soils except rock requiring blasting and refilling, spreading surplus earth as directed including sales and other taxes on all materials complete. (A.P.S.S. No. 1325).up to 3'-0" depth

Supply and fixing N.P. soap dish heavy type with N.P. screws etc., complete for finished item of work for all floors, including sales and other taxes on all materials

Supplying & Fixing 12.70mm NP bib taps Indian make. 300grams

Supplying and fixing G.I."B" class pipes confirming to relevant IS code including tees, elbows, bends, reducers, couplings, union flanges etc., with necessary excavation in all types of soils except rock requiring blasting, refilling chasing walls, chasing masonry and making good the walls and floors to the original surface and fixing M.S. clamps and T. W. block on walls completed for finished item of work. including sales and other taxes on all materials

15mm GI - B class pipe (SSR item no. 147)

for connecting internal distribution line to supply line

from bore well to over head tank on WCs and toilets

115.00 217.80 1 Rmt 25047D 40mm GI - B class pipe

for cleaning sluice of overhead tanks 1 x 3 1.5 4.50for air reilief pipe at overhead tank 1 x 3 1.5 4.50

9.00 343.20 1 Rmt 308915

A 3/4" dia GM Peet valve for distribution line 1 x 4 4 410.40 1 No 1642

B 1" dia GM Peet valve in pumping line 1 x 2 2in distribution line 2 x 4 8

10 604.20 1 No 6042C 40mm GM Peet valve

for cleaning lines 1 x 4 4 1232.40 1 No 493016

for wcs vent pipe 1 x 12 3.00 36.00for toilets 1 x 12 3.00 36.00do at septic tank 1 x 2 3.00 6.00

78.00 134.60 1 Rmt 1049917

75mm dia Nahani trap with jalli

in toilets 1 x 12 12at utility 1 x 12 12

24 92.40 1 No 221818

A 110mm dia Plain bend 87.5 degrees

for wc block 1 x 12 12for toilet block 1 x 12 12

24 48.50 1 No 1164B 110mm dia Door bend 87.5 degrees


24 62.20 1 No 1493C 110mm dia single Tee with Door


24 63.30 1 No 1519D 110mm dia vent cowl

Supplying & fixing tested gun metal peet valve of leader make or equivalent screwed type 1st quality of approved type including sales and other taxes on all materials at all levels in all floors.

laying of pipe line for water supply with PVC Pipes as per IS: 4985 / 1988, with its amendments and revisions theron including supply of Pipe, Specials, Valves and RCC valve chambers as per requirements, trench excavation for Pipe lines in all Soils except Rock, Lowering, Laying and Jointing of Pipe lines true to alignment and gradient, over a sand bed of 100mm thick, and refilling trenches with excavated earth (other than rocky soils and boulders) with watering, tamping and removing surplus earth from site of work and filling Pipe line with water and testing etc. complete. The rates are inclusive of cost, conveyance od all materials, turnover tax and labour charges needed for finished pipe line work.

110mm dia Pipe of Class -2 of 4kg/sqcm274.30 per 3 mts length

Supply and fixing Prince/Sudhakar make or equalent quality UV resistant UPVC SWR fittings as per ISI standards

Supply and fixing Prince/Sudhakar make or equalent quality UV resistant UPVC SWR fittings as per ISI standards


24 10.70 1 No 257361875


NELLORE.


NELLORE.


NELLORE.


ESTIMATED COST Rs. 61,642

Description of item Nos Measurements Quantity Rate per Amount

L B D

1

To WC block 1 x 1 30 30to toilet block 1 x 1 30 30

60 63.00 1 Rmt 3780

2

for run of mains 1 x 1 15 15for supply to motor 1 x 1 20 20

35 71.10 1 Rmt 2488.53

in wc block 1 x 12 12in toilet block 1 x 12 12for external points 2 x 6 12bulkhead points 2 x 6 12

48 129.55 Each 62184

1 x 4 15 60

60.00 76.30 1 Rmt 45785

to wc and toilet block 1 x 4 4 3452.40 1 Each 13809.6

NAME OF THE WORK : PROVIDING ELECTRICAL INSTALLATION TO WC AND TOILET BLOCK OF APTW R' SCHOOL

Sl. No

Supply and fixing of 20mm dia 2mm thick PVC conduit pipe Sudhakar/Nandi concealed in wall with all required acessories including No.14 SWG GI wire for earth continuity including chiseling the wall wherever necessary , including necessary masonery work for light/fan point including all labour charges etc., complete including 4% turnover tax on cost of all materials.

Supply and fixing of 25mm dia 2mm thick PVC conduit pipe Sudhakar/Nandi concealed in wall with all required acessories including No.14 SWG GI wire for earth continuity including chiseling the wall wherever necessary , including necessary masonery work for light/fan pointand seperate plug point with teak wood deep box including all labour charges etc., complete including 4% turnover tax on cost of all materials

Wiring with 2x1.0 sq.mm (14/0.3mm) PVC insulated flexible copper cable Finolex/Fin cap/National make with ISI make in the existing metallic/non metallic conduit pipe with 6 A flush type marked switch,ceiling rose and 3mm thick hylam sheets covering to switch control box including all labour charges etc., complete for light points bell and exhaust fan points in Resdl. Buildings except circuit mains including 4% turn over tax on cost of materials..

Supply and run of 2 of 2.0 Sqmm PVC insulated flexible copper cable of Finolex/Fincab/National make and one run of 1.0 sqmm flexible copper wire for earthing in existing PVC conduit pipe circuits, MV Lamp/Security light points including laboiur charges (Phase, Neutral and earth) including 4% tornover tax on cost of all materials. (2- 3/20 )

for switch boards of toilet and wc blocks

Supply and fixing of 4 way SPN (SS-4W_ type distribution bpoard suitable for fixing single pole MCB's of MDs/Indo Korpp/Havless make in sheet steel enclosure concealed in wll including chissiling masonry work etc., complete

6

to wc and toilet block 1 x 2 22 2859.80 1 Each 5719.6

7

to wc and toilet block 2 x 12 2424 74.40 Each 1786

8

For service main 1 x 1 50 5050 118.80 1 Rmt 5940

9

at school 1 x 1 1 450.00 Each 450

10

for external lighting 2 x 4 88 2075.90 Each 16607.2

11

for external lighting 2 x 6 12

12 22.10 Each 265.261642

Providing independent earthing for main switchesIC cutouts and meters with 40mm dia 'B' class GI Pipe of TATA/Zenith/GST make of 2.0 m length duly providing 12mm dia 16 Nos. holes and rewired bolts, nuts and washers, checknuts, Humepipe ring etc., as per IS specifications with necessary double GI earth wire NO. 8 SWG inclkuding filling with equal preparation of salt and charcoat in layers and all labour charges etc., complete including 4% tornover tax on cost of all materials.

Supply and fixing of batten holder/slanting holder in lieu of ceiling rose of light point complete with all connections and all labour charges with 40 Watt bulb etc., complete (for new Installation) including 4% tornover tax on cost of all materials.

Supply and fixing of run of 2 of 10 Sqmm (7/18) WPSC aluminum cable of Finolex/Fincab/National make with No. 10 SWG GI bearer wire through PVC cleats with all necessary accessories including all labour charges etc., complete for service mains. including 4% tornover tax on cost of all materials.

Supply and fixing of meter box for housing single phase energy meter made of 16 guage CRCA sheet with hinged door and locking arranements with 4"x4" glass for taking reading and also with provision to house fuse unit duly painted with 2 coats of red oxide and 2 coats of gray paint assuggested by AP Transco, Authorities including 4% tornover tax on cost of all materials.

Supply and ercting 1 x 40W approved make weather proof fluorescent street light fitting with side entry suitable for 40W tube with clear/corrugated plastic cores complete with copper wound ballast, capacitor starter including cost and conveyance of all materials and all labour charges etc., complete

Supply and fixing bulk head fittings downholder in lieu of wall complete with all connections and all labour charges 60W bulb etc, complete


NELLORE.


NELLORE.


NELLORE.


ESTIMATED COST Rs. 1,319,441

Description NosMeasurements

Quantity Rate Per AmountL B D

1

for foundations of WC block long walls 1 x 4 13.20 0.75 1.20 47.52

do for cross walls 1 x 4 0.85 0.75 1.20 3.06for retaining wall alround WC block 1 x 1 27.49 0.75 0.75 15.46

for foundations of toilet block long walls 1 x 4 15.24 0.75 1.20 54.86

do for cross walls 1 x 4 0.85 0.75 1.20 3.06for retaining wall alround toilet block 1 x 1 31.09 0.75 0.75 17.49add for steps and rounding off 8.54

150.00 209.40 1 31410

2

for foundations of WC block long walls 1 x 4 13.20 0.75 0.15 5.94

do for cross walls 1 x 4 0.85 0.75 0.15 0.38for retaining wall alround WC block 1 x 1 27.49 0.75 0.15 3.09

for foundations of toilet block long walls 1 x 4 15.24 0.75 0.15 6.86do for cross walls 1 x 4 0.85 0.75 0.15 0.38for retaining wall alround toilet block 1 x 1 31.09 0.75 0.15 3.50add for steps and rounding off 4.85

25.00 434.50 1 10863

3

for basement of WC block 1 x 2 11.91 1.00 0.60 14.29for platform alround WC block 1 x 1 27.49 0.90 0.45 11.13do for toilet block 1 x 2 13.59 1.00 0.60 16.31for plat form alround toilet block 1 x 1 31.09 0.90 0.45 12.59add for rounding off 0.68

55.00 229.10 1 12601

4

for foundations of WC block long walls 1 x 4 13.20 0.75 0.15 5.94do for cross walls 1 x 4 0.85 0.75 0.15 0.38for retaining wall alround WC block 1 x 1 27.49 0.75 0.15 3.09for foundations of toilet block long walls 1 x 4 15.24 0.75 0.15 6.86do for cross walls 1 x 4 0.85 0.75 0.15 0.38for retaining wall alround toilet block 1 x 1 31.09 0.75 0.15 3.50for flooring in wcs 1 x 1 12.81 1.22 0.10 1.56for flooring in toilets 1 x 1 14.49 1.22 0.10 1.77for flooring of platform alround WC block 1 x 1 33.90 0.91 0.10 3.08do toilet block 1 x 1 36.77 0.91 0.10 3.35

NAME OF THE WORK :- CONSTRUCTION OF WC AND TOILET BLOCK TO ST BOYS HOSTEL BUILDING OCCUPIED BY APTWR'SCHOOL AT KODAVALURU IN NELLORE DISTRICT

Sl.No

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work for Foundation of Building. (APSS No. 308)

m3

Filling with Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

m3

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

m3

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

add for steps and rounding off 0.09

30.00 3883.90 1 116517

5

for long walls of wc block foundations 1 x 4 12.96 0.60 0.90 27.99do basement 1 x 4 12.81 0.45 0.60 13.83do cross walls foundations 1 x 4 0.85 0.60 0.90 1.84do basement 1 x 4 1.00 0.45 0.60 1.08for long walls of toilet block foundations 1 x 4 14.64 0.60 0.90 31.62do basement 1 x 4 14.49 0.45 0.60 15.65do cross walls foundations 1 x 4 0.85 0.60 0.90 1.84do basement 1 x 4 1.00 0.45 0.60 1.08add for steps and rounding off 5.07

100.00 3275.20 1 327520

6

For Plinth beams

over basement of wcs 1 x 4 12.81 0.45 0.15 3.46do basement 1 x 4 1.00 0.45 0.15 0.27over basement of toilets 1 x 4 14.49 0.45 0.15 3.91do basement 1 x 4 1.00 0.45 0.15 0.27add for rounding off 0.09

8.00 9280.80 1 74246

FOR ROOF SLAB 100 mm THICK

over wc block 1 x 1 13.79 2.88 39.72over toilet block 1 x 1 15.47 2.88 44.55add for rounding off 5.73

90.00 8368.80 10 75319

FOR LINTELS

Over doors of toilet's 1 x 2 14.27 0.23 0.15 0.98Over doors of WC's 1 x 2 12.59 0.23 0.15 0.87

1.85 8602.30 1 15943

FOR SUN SHADES 0.60M WIDE

Over doors of toilet's 1 x 1 14.27 14.27Over doors of WC's 1 x 1 12.59 12.59

3.1430.00 637.60 1 19128

7

in Cumfor long walls of wc block 1 x 4 12.59 0.23 2.40 27.80

m3

Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using hard granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)

m3

Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size HBG (SS5) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as centering, shuttering, scaffolding, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No.402 & 403)

m3

m2

m3

m2

Brick masonry for panel walls in superstructure with CM (1:8) prop: (cement : sand) using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials and C414 such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

do cross walls 1 x 4 1.22 0.23 2.40 2.69for long walls of toilet block 1 x 4 14.27 0.23 2.40 31.51do cross walls 1 x 4 1.22 0.23 2.40 2.69deduct for doors 1 x 4 -0.75 0.23 2.00 -1.38deduct for ventilators 1 x 4 -0.60 0.23 0.40 -0.22add for steps and rounding off 1.91

65.00 4119.30 1 267755

8

in Sqmfor partitions in wcs 1 x 12 1.22 2.40 35.14

do in toilets 1 x 12 1.22 2.40 35.14

add for rounding off 4.73

75.00 509.00 1 38175

9

in Sq.mfor internal faces of wcs 1 x 12 4.26 2.40 122.69

for internal faces of toilets 1 x 12 4.54 2.40 130.75

for external basement of wc block 1 x 1 33.90 0.75 25.43

do toilet block 1 x 1 36.77 0.75 27.58

deduct for doors 2 x 12 -0.75 2.00 -36.00

deduct for ventilators 2 x 12 -0.60 0.40 -5.76

add for jamb portion of doors 2 x 12 0.23 2.00 11.04

add for jamb portions of ventilators 2 x 12 0.23 2.00 11.04


290.00 2742.10 10 79521

10

in Sq.mOutSide

external faces of wc block 1 x 4 12.59 2.40 120.86

1 x 4 1.68 2.40 16.13

m3

Reinforced Brick Masonry for partition walls (11.5 cm thick) in CM (1:4) prop. (Cement : Sand) using second class bricks from approved source having minimum crushing strength of 40 Kg/Sq.cm and placing 2 nos of 6mm M.S plain rods in every third layer with free ends of the reinforcement pegged into mortar joints of main brick walls where applicable including cost and conveyance of all materials like cement, steel, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges such as labour charges like mixing cement mortar,scaffolding charges, constructing masonry, lift charges, curing,etc., but excluding cost of steel and its fabrication charges complete for finished item of work (APSS No. of 501 & 509)

m2

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (SS 901,903 & 904)

m2

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for Even Surfaces of Brick Wall and RCC exposed faces for finished item of work. (SS 901,903 & 904)

do of toilet block 1 x 4 14.27 2.40 136.99

1 x 4 1.68 2.40 16.13

deduct for doors 2 x 12 -0.75 2.00 -36.00

deduct for ventilators 2 x 12 -0.60 0.40 -5.76

add for jamb portion of doors 2 x 12 0.23 2.00 11.04

add for jamb portions of ventilators 2 x 12 0.23 2.00 11.04


275.00 2506.40 10 68926

11

to ceiling of wcs 1 x 12 1.22 0.91 13.32

to ceiling of toilets 1 x 12 1.22 1.05 15.37

to slab projection alround wc block 1 x 1 30.94 0.60 18.56

do toilet block 1 x 1 34.30 0.60 20.58

2.16

70.00 2562.30 10 17936

12

Qty of internal plastering 290.00Qty of ceiling plastering 70.00

360.00 206.10 10 7420

13

Qty of external plastering 275.00

add for basement 53.00


350.00 1152.80 10 40348

m2

Ornamental plastering to ceiling 12mm thick in CM (1:4) with dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, finishing, scaffolding, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., complete for finished item of work. (APSS 901& 903 )

m2

Whiting to new walls and ceiling in two coats with Surya cem or equavalent quality to give an even shade after thoroughly brushing the surface to remove all loose powdered materials including cost and conveyance of all materials and water to site, sales & other taxes, all operational, incidental and labour charges such as cleaning the surface, painting, curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908)

m2

Painting to New walls with two coats of Snowcem or equavalent quality of approved shade over base coat of cement primer grade I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for External Walls.(APSS No. 912)

m2

14

for plinth beam 1 x 8 @ 100.00 800.00

for lintels 1 x 2 @ 100.00 185.33

for roof slab 1 x 90 @ 10.00 900.00for sunshades 1 x 30 Rmt @ 4.00 120.00

2005.332.01 57753.20 1 mt 115814

Sub Total : 1319441

Providing high yield strength deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of different diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

m3

m3

m2


NELLORE.


NELLORE.


NELLORE.

GOVERNMENT OF ANDHRA PRADESH

TRIBAL WELFARE ENGINEERING DEPARTMENT

KODAVALURU OF NELLORE DISTRICT

NAME OF THE BUILDING ESTIMATED COST

1 Rs 476,027

2 Rs 161,397

3 PROVIDING ELECTRICAL INSTALLATION Rs 22,416

GRAND TOTAL Rs 659,839

CONSTRUCTION OF WC AND TOILET BLOCK TO S.T.BOYS HOSTEL AT

SL.NO

CONSTRUCTION OF WC AND TOILET BLOCK CIVIL WORK

PROVIDING WATER SUPPLY AND SANITORY ARRANGEMENTS

TOTAL RUPEES SIX LAKHS AND FIFTY NINE THOUSAND EIGHT HUNDRED AND THIRTTY NINE ONLY

ASSISTANT ENGINEER DY.EXE.ENGINEER EXECUTIVE ENGINEERTRIBAL WELFARE SUB-DIVISION TRIBAL WELFARE SUB DIVISION TRIBAL WELFARENELLORE

CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki /

Description of Work Unit Quantity Rate Amount

LEAD UP TO 1 KMA) HIRE CHARGESTipper charges (Sl. 54; Pg. No 380) Hr 0.15 351.30 52.70Fuel Charges (Sl. 54; Pg. No 380) Hr 0.15 233.90 35.09Crew charges (Sl. 54; Pg. No 380) Hr 0.15 111.20 16.68

Cost for 5 cum = 104.47

Contractor's profit and overhead charges 0% 0.00RATE PER 1 CUM 20.89

LEAD UP TO 1 KM to 2 KMA) HIRE CHARGESTipper charges (Sl. 54; Pg. No 380) Hr 0.21 351.30 73.77Fuel Charges (Sl. 54; Pg. No 380) Hr 0.21 233.90 49.12Crew charges (Sl. 54; Pg. No 380) Hr 0.21 111.20 23.35











Contractor's profit and overhead charges 0% 0.00

B.( Lead) Conveyance charges for machinery per kilometer for transporting materials by tippers and trucks

RATE PER 1 CUM 55.71

LEAD UP TO 5 KM to 30 KM / every KM

A) HIRE CHARGES

Tipper charges (Sl. 54; Pg. No 380) Hr 0.06 351.30 21.08

Fuel Charges (Sl. 54; Pg. No 380) Hr 0.06 233.90 14.03

Crew charges (Sl. 54; Pg. No 380) Hr 0.06 111.20 6.67



RATE PER 1 CUM 8.36

LEAD BEYOND 30 KM / every KM

A) HIRE CHARGES






RATE PER 1 CUM 6.97

CATEGORY : Coarse aggregate / Rubble stone / Size stone / Cut stone

LEAD UP TO 1 KMA) HIRE CHARGESTruck 10 T Charges (Sl. 58; Pg. No. 380) Hr 0.15 285.80 42.87Fuel Charges (Sl. 58; Pg. No. 380) Hr 0.15 233.90 35.09Crew charges (Sl. 58; Pg. No. 380) Hr 0.15 106.30 15.95



LEAD UP TO 1 KM to 2 KMA) HIRE CHARGESTruck 10 T Charges (Sl. 58; Pg. No. 380) Hr 0.21 285.80 60.02Fuel Charges (Sl. 58; Pg. No. 380) Hr 0.21 233.90 49.12Crew charges (Sl. 58; Pg. No. 380) Hr 0.21 106.30 22.32







LEAD UP TO 3 KM to 4 KMA) HIRE CHARGES







LEAD UP TO 4 KM to 5 KM

A) HIRE CHARGES








A) HIRE CHARGES






RATE PER 1 CUM 8.36


A) HIRE CHARGES






RATE PER 1 CUM 6.97

BRICKS

LEAD UP TO 1 KMA) HIRE CHARGESTruck 10 T Charges (Sl. 58; Pg. No. 380) Hr 0.15 285.80 42.87Fuel Charges (Sl. 58; Pg. No. 380) Hr 0.15 233.90 35.09Crew charges (Sl. 58; Pg. No. 380) Hr 0.15 106.30 15.95

Cost for 3000 Nos = 93.91


RATE PER 1000 Nos. 31.30


A) HIRE CHARGES

Truck 10 T Charges (Sl. 58; Pg. No. 380) Hr 0.21 285.80 60.02

Fuel Charges (Sl. 58; Pg. No. 380) Hr 0.21 233.90 49.12

Crew charges (Sl. 58; Pg. No. 380) Hr 0.21 106.30 22.32

Cost for 3000 Nos = 131.46




A) HIRE CHARGES




Cost for 3000 Nos = 175.27




A) HIRE CHARGES




Cost for 3000 Nos = 212.84




A) HIRE CHARGES




Cost for 3000 Nos = 250.40




A) HIRE CHARGES








A) HIRE CHARGES







PCC slabs/ Shahabad slabs/ BS slabs/ CC & Laterite blocks/ Wood

LEAD UP TO 1 KM

A) HIRE CHARGES




Cost for 3.4 CUM = 93.91



LEAD UP TO 1 KM to 2 KMA) HIRE CHARGESTruck 10 T Charges (Sl. 58; Pg. No. 380) Hr 0.21 285.80 60.02Fuel Charges (Sl. 58; Pg. No. 380) Hr 0.21 233.90 49.12Crew charges (Sl. 58; Pg. No. 380) Hr 0.21 106.30 22.32













LEAD UP TO 5 KM to 30 KM / every KMA) HIRE CHARGESTipper charges (Sl. 54; Pg. No 380) Hr 0.06 351.30 21.08Fuel Charges (Sl. 54; Pg. No 380) Hr 0.06 233.90 14.03Crew charges (Sl. 54; Pg. No 380) Hr 0.06 111.20 6.67



LEAD BEYOND 30 KM / every KMA) HIRE CHARGESTipper charges (Sl. 54; Pg. No 380) Hr 0.05 351.30 17.57Fuel Charges (Sl. 54; Pg. No 380) Hr 0.05 233.90 11.70Crew charges (Sl. 54; Pg. No 380) Hr 0.05 111.20 5.56



CATEGORY : Cement/ Steel/ Pipes/ RCC poles/ AC & GI sheets/ Packed materials

LEAD UP TO 1 KM

A) HIRE CHARGES




Cost for 8 MT = 93.91


RATE PER 1 TONNE 11.74


A) HIRE CHARGES








A) HIRE CHARGES








A) HIRE CHARGES








A) HIRE CHARGES








A) HIRE CHARGES








A) HIRE CHARGES







WATER

LEAD UP TO 1 KM

A) HIRE CHARGES

Water Tanker charges (Sl. 64; Pg. No 381) Hr 0.15 285.80 42.87



Cost for 8000 Litres = 93.91


RATE PER 1000 Lts. 11.74


A) HIRE CHARGES








A) HIRE CHARGES








A) HIRE CHARGES








A) HIRE CHARGES








A) HIRE CHARGES








A) HIRE CHARGES







Description of Work Unit Quantity Rate Amount

Contractor's profit and overhead charges = 0%

Taking output = 5.5 cum Unit = cum

Labour

Head Mazdoor Day 0.02 215.00 4.30

Mazdoor Day 0.50 215.00 107.50

Cost for 5.5 cum = 111.80



b) Un-Loading (50% of the loading charges)

Labour


Mazdoor Day 0.25 215.00 53.75




CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki by manual means


Labour


Mazdoor Day 0.25 215.00 53.75





Labour


Mazdoor Day 0.125 215.00 26.88



C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (idle hire charges of trucks are not added)

CATEGORY : Coarse aggregate / Rubble stone / Size stone / Cut stone by manual means

a) Loading ( initial lead upto 30m)


RATE PER 1 CUM 5.08

CATEGORY : Bricks by manual means

Taking output = 2000 Nos Unit = 1000 Nos.

Labour


Mazdoor Day 0.25 215.00 53.75

Cost for 2000 Nos. = 55.90


RATE PER 1000 NO'S 27.95

b) Un-Loading + Stacking (100% of the loading charges)

Labour


Mazdoor Day 0.25 215.00 53.75

Cost for 2000 Nos. = 55.90



CATEGORY : Cement by manual means

Taking output = 10 Tonnes Unit = 1 Tonne

Labour


Mazdoor Day 1.5 215.00 322.50

Cost for 10 Tonnes = 335.40




Labour


Mazdoor Day 1.50 215.00 322.50






CATEGORY : Structural Steel, Steel Bars by manual means


Labour


Mazdoor Day 1.80 215.00 387.00





Labour


Mazdoor Day 1.80 215.00 387.00





a) Labour


Mazdoor Day 0.50 215.00 107.50

b) Machinery

Truck 10 T Charges (Sl. 58; Pg. No 380) Hr 0.50 626.00 313.00Cost for 5.5 cum = 424.80





D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks )



a) Labour


Mazdoor Day 0.25 215.00 53.75

b) Machinery






a) Labour


Mazdoor Day 0.25 215.00 53.75

b) Machinery





a) Labour

Mate Day 0.005 260.00 1.30

Mazdoor Day 0.125 215.00 26.88

b) Machinery




CATEGORY : Bricks by manual means

Taking output = 2000 Nos Unit = 1000 Nos.

a) Labour

Mate Day 0.01 260.00 2.60

Mazdoor Day 0.25 215.00 53.75

b) Machinery

Truck 10 T Charges (Sl. 58; Pg. No 380) Hr 0.33 626.00 206.58



Cost for 2000 Nos. = 262.93




a) Labour

Mate Day 0.01 260.00 2.60

Mazdoor Day 0.25 215.00 53.75

b) Machinery

Truck 10 T Charges (Sl. 58; Pg. No 380) Hr 0.33 626.00 206.58Cost for 2000 Nos. = 262.93



CATEGORY : Cement by manual means


a) Labour

Mate Day 0.06 260.00 15.60

Mazdoor Day 1.50 215.00 322.50

b) Machinery

Truck 10 T Charges (Sl. 58; Pg. No 380) Hr 1.00 626.00 626.00Cost for 10 Tonnes = 964.10




a) Labour

Mate Day 0.06 260.00 15.60

Mazdoor Day 1.5 215.00 322.50

b) Machinery

Truck 10 T Charges (Sl. 58; Pg. No 380) Hr 1 626.00 626.00Cost for 10 Tonnes = 964.10



CATEGORY : Structural Steel, Steel Bars by manual means



a) Labour

Mate Day 0.07 260.00 18.20

Mazdoor Day 1.8 215.00 387.00

b) Machinery





a) Labour

Mate Day 0.07 260.00 18.20

Mazdoor Day 1.8 215.00 387.00

b) Machinery





Time required for

i) Positioning of tipper at loading point Min 1.00

ii) Loading by front end loader 1 cum bucket capacity Min 7.33

@ 45 / 25 cum per hour

iii) Manoevouring, reversing, dumping and turning Min -

for return

iv) Waiting time, unforeseen contingencies, etc. Min 2.00

Total Min 10.33

a) Machinery

Truck 5 Cum (Sl. 54; Pg. No 380) Hr 0.1722 696.40 119.92Hr 0.1222 2009.50 245.56


E. LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks)



Front end-loader 1 cum bucket capacity @ 45 cum (Sl. 52; Pg. No 380)


b) Contractor's profit and overhead charges 0% 0.00


b) Un-Loading

Time required for





for return


Total Min 5.00

a) Machinery

Truck 5 Cum (Sl. 54; Pg. No 380) Hr 0.0833 696.40 58.01Cost for 5.5 cum = 58.01





Time required for





for return


Total Min 6.30

a) Machinery

Truck 5 Cum (Sl. 54; Pg. No 380) Hr 0.105 696.40 73.12Hr 0.055 2009.50 110.52





Front end-loader 1 cum bucket capacity @ 45 cum (Sl. 52; Pg. No 380)

b) Un-Loading

Time required for





for return


Total Min 5.00

a) Machinery

Truck 5 Cum (Sl. 54; Pg. No 380) Hr 0.0833 696.40 58.01Cost for 5.5 cum = 58.01



F. LIFT CHARGES FOR MATERIALS BY HEAD LOAD

Lift : ADDITIONAL LIFT CHARGES FOR each 1 METER LIFT BEYOND 3 M INITIAL LIFT

For additional lift of 1m beyond initial lift of 3 m

one meter lift is taken equivalent to 6 meters lead

average speed of conveyance by head load 60 m/minute

Round trip cycle time for 1.00 m considering 50 min/ hr working

1 x6x 60 / 50 / 60 ) 0.12 min

No. of trips per day for lift 1.0 m above 3 m ( 8 x 60 / 0.12) 4000

Quantity of material by head load 0.015 cum

Quantity of material by head load per day ( 4000x 0.015 ) 60 cum

Deploy 1 mazdoor for every additional lift of 1.0 m beyond initial lift.

Lift : Upto 3.00 m for materials under this Category Unit: 60 cum

Mazdoor Day 1 215.00 215.00Total Rs: for 60 cum = 215.00


RATE PER 1 CUM 3.58

CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki/ Coarse aggregate / Rubble stone / Size stone / Cut stone

CATEGORY : Cement bag / Reinforcement steel / Structural steel sections






1 x6x 60 / 50 / 25 ) 0.29 min

No. of trips per day foradditional lift 1.0 m above 3 m ( 8 x 60 / 0.29) 1655

Quantity of material by head load 50 kgs

Quantity of material by head load per day ( 1655x50x 0.015 ) 83 tons

Deploy 1 mazdoor for every additional lift of 1.5 m beyond initial lift.or2/3 mazdoor

Lift : Upto 3.00 m for materials under this Category Unit: 83 Tonnes

Mazdoor Day 1 215.00 215.00Total Rs: for 83 Tonnes = 215.00








1 x6x 60 / 50 / 40 ) 0.18 min

No. of trips per day for lift 1.0 m ( 8 x 60 / 0.18 ) 2667

Quantity of material by head load 0.017 cum

Quantity of material by head load per day ( 1667x 0.018 ) 45 cum

Deploy 1 mazdoor for every additional lift of 1.5 m beyond initial lift.or2/3 mazdoor

Lift : Upto 3.00 m for materials under this Category Unit: 45 Cum

Mazdoor Day 1 215.00 215.00Total Rs: for 45 Tonnes = 215.00


RATE PER 1 CUM 4.78

CATEGORY : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab / Wood

CONVEYANCE CHARGES AS PER COMMON SSR 2011 - 2012

Sl.N

o Bricks Water

per 1 Cu.m per 1 Cu.m per 1 Cu.m 1 Tonne

Km Charges Km Charges Km Charges Km Charges Km Charges Km Charges

### 1 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00

2 2 8.36 2 7.51 2 12.52 2 11.04 2 4.69 2 4.69

3 3 18.11 3 20.22 3 27.12 3 29.73 3 12.63 3 10.17

4 4 26.47 4 28.58 4 39.65 4 42.02 4 17.86 4 14.87

5 5 34.82 5 36.93 5 52.17 5 54.31 5 23.08 5 19.56

6 6 43.18 6 45.29 6 64.69 6 66.60 6 28.30 6 24.26

7 7 51.54 7 53.65 7 77.21 7 78.89 7 33.52 7 28.96

8 8 59.90 8 62.01 8 89.73 8 91.18 8 38.74 8 33.66

9 9 68.26 9 70.37 9 102.25 9 103.47 9 43.96 9 38.36

10 10 76.62 10 78.73 10 114.77 10 115.76 10 49.18 10 43.06

11 11 84.98 11 87.09 11 127.29 11 128.05 11 54.40 11 47.76

12 12 93.34 12 95.45 12 139.81 12 140.34 12 59.62 12 52.46

13 13 101.70 13 103.81 13 152.33 13 152.63 13 64.84 13 57.16

14 14 110.06 14 112.17 14 164.85 14 164.92 14 70.06 14 61.86

15 15 118.42 15 120.53 15 177.37 15 177.21 15 75.28 15 66.56

16 16 126.78 16 128.89 16 189.89 16 189.50 16 80.50 16 71.26

17 17 135.14 17 137.25 17 202.41 17 201.79 17 85.72 17 75.96

18 18 143.50 18 145.61 18 214.93 18 214.08 18 90.94 18 80.66

19 19 151.86 19 153.97 19 227.45 19 226.37 19 96.16 19 85.36

20 20 160.22 20 162.33 20 239.97 20 238.66 20 101.38 20 90.06

21 21 168.58 21 170.69 21 252.49 21 250.95 21 106.60 21 94.76

22 22 176.94 22 179.05 22 265.01 22 263.24 22 111.82 22 99.46

23 23 185.30 23 187.41 23 277.53 23 275.53 23 117.04 23 104.16

24 24 193.66 24 195.77 24 290.05 24 287.82 24 122.26 24 108.86

25 25 202.02 25 204.13 25 302.57 25 300.11 25 127.48 25 113.56

26 26 210.38 26 212.49 26 315.09 26 312.40 26 132.70 26 118.26

27 27 218.74 27 220.85 27 327.61 27 324.69 27 137.92 27 122.96

28 28 227.10 28 229.21 28 340.13 28 336.98 28 143.14 28 127.66

29 29 235.46 29 237.57 29 352.65 29 349.27 29 148.36 29 132.36

30 30 243.82 30 245.93 30 365.17 30 361.56 30 153.58 30 137.06

31 31 250.79 31 252.90 31 375.61 31 371.80 31 157.93 31 140.97

32 32 257.76 32 259.87 32 386.05 32 382.05 32 162.28 32 144.88

33 33 264.73 33 266.84 33 396.49 33 392.29 33 166.63 33 148.79

34 34 271.70 34 273.81 34 406.93 34 402.54 34 170.98 34 152.70

35 35 278.67 35 280.78 35 417.37 35 412.78 35 175.33 35 156.61

36 36 285.64 36 287.75 36 427.81 36 423.02 36 179.68 36 160.52

37 37 292.61 37 294.72 37 438.25 37 433.27 37 184.03 37 164.43

38 38 299.58 38 301.69 38 448.69 38 443.51 38 188.38 38 168.34

Earth/Sand/Gravel/ Murrum

/Lime/Surki

Rubble/Size Stone/ Cut

Stone/ Coarse aggregates

PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks / Wood

Cement/Steel/RCC

poles/A.C & G.I Sheets

/Packed materials

per 1000 Nos or 1.771 Cu.m

per 1000 Litres

39 39 306.55 39 308.66 39 459.13 39 453.76 39 192.73 39 172.25

40 40 313.52 40 315.63 40 469.57 40 464.00 40 197.08 40 176.16

41 41 320.49 41 322.60 41 480.01 41 474.25 41 201.43 41 180.07

42 42 327.46 42 329.57 42 490.45 42 484.49 42 205.78 42 183.98

43 43 334.43 43 336.54 43 500.89 43 494.73 43 210.13 43 187.89

44 44 341.40 44 343.51 44 511.33 44 504.98 44 214.48 44 191.80

45 45 348.37 45 350.48 45 521.77 45 515.22 45 218.83 45 195.71

46 46 355.34 46 357.45 46 532.21 46 525.47 46 223.18 46 199.62

47 47 362.31 47 364.42 47 542.65 47 535.71 47 227.53 47 203.53

48 48 369.28 48 371.39 48 553.09 48 545.95 48 231.88 48 207.44

49 49 376.25 49 378.36 49 563.53 49 556.20 49 236.23 49 211.35

50 50 383.22 50 385.33 50 573.97 50 566.44 50 240.58 50 215.26

51 51 390.19 51 392.30 51 584.41 51 576.69 51 244.93 51 219.17

52 52 397.16 52 399.27 52 594.85 52 586.93 52 249.28 52 223.08

53 53 404.13 53 406.24 53 605.29 53 597.17 53 253.63 53 226.99

54 54 411.10 54 413.21 54 615.73 54 607.42 54 257.98 54 230.90

55 55 418.07 55 420.18 55 626.17 55 617.66 55 262.33 55 234.81

56 56 425.04 56 427.15 56 636.61 56 627.91 56 266.68 56 238.72

57 57 432.01 57 434.12 57 647.05 57 638.15 57 271.03 57 242.63

58 58 438.98 58 441.09 58 657.49 58 648.40 58 275.38 58 246.54

59 59 445.95 59 448.06 59 667.93 59 658.64 59 279.73 59 250.45

60 60 452.92 60 455.03 60 678.37 60 668.88 60 284.08 60 254.36

61 61 459.89 61 462.00 61 688.81 61 679.13 61 288.43 61 258.27

62 62 466.86 62 468.97 62 699.25 62 689.37 62 292.78 62 262.18

63 63 473.83 63 475.94 63 709.69 63 699.62 63 297.13 63 266.09

64 64 480.80 64 482.91 64 720.13 64 709.86 64 301.48 64 270.00

65 65 487.77 65 489.88 65 730.57 65 720.10 65 305.83 65 273.91

66 66 494.74 66 496.85 66 741.01 66 730.35 66 310.18 66 277.82

67 67 501.71 67 503.82 67 751.45 67 740.59 67 314.53 67 281.73

68 68 508.68 68 510.79 68 761.89 68 750.84 68 318.88 68 285.64

69 69 515.65 69 517.76 69 772.33 69 761.08 69 323.23 69 289.55

70 70 522.62 70 524.73 70 782.77 70 771.32 70 327.58 70 293.46

71 71 529.59 71 531.70 71 793.21 71 781.57 71 331.93 71 297.37

72 72 536.56 72 538.67 72 803.65 72 791.81 72 336.28 72 301.28

73 73 543.53 73 545.64 73 814.09 73 802.06 73 340.63 73 305.19

74 74 550.50 74 552.61 74 824.53 74 812.30 74 344.98 74 309.10

75 75 557.47 75 559.58 75 834.97 75 822.55 75 349.33 75 313.01

76 76 564.44 76 566.55 76 845.41 76 832.79 76 353.68 76 316.92

77 77 571.41 77 573.52 77 855.85 77 843.03 77 358.03 77 320.83

78 78 578.38 78 580.49 78 866.29 78 853.28 78 362.38 78 324.74

79 79 585.35 79 587.46 79 876.73 79 863.52 79 366.73 79 328.65

80 80 592.32 80 594.43 80 887.17 80 873.77 80 371.08 80 332.56

81 81 599.29 81 601.40 81 897.61 81 884.01 81 375.43 81 336.47

82 82 606.26 82 608.37 82 908.05 82 894.25 82 379.78 82 340.38

83 83 613.23 83 615.34 83 918.49 83 904.50 83 384.13 83 344.29

84 84 620.20 84 622.31 84 928.93 84 914.74 84 388.48 84 348.20

85 85 627.17 85 629.28 85 939.37 85 924.99 85 392.83 85 352.11

86 86 634.14 86 636.25 86 949.81 86 935.23 86 397.18 86 356.02

87 87 641.11 87 643.22 87 960.25 87 945.47 87 401.53 87 359.93

88 88 648.08 88 650.19 88 970.69 88 955.72 88 405.88 88 363.84

89 89 655.05 89 657.16 89 981.13 89 965.96 89 410.23 89 367.75

90 90 662.02 90 664.13 90 991.57 90 976.21 90 414.58 90 371.66

91 91 668.99 91 671.10 91 1002.01 91 986.45 91 418.93 91 375.57

92 92 675.96 92 678.07 92 1012.45 92 996.70 92 423.28 92 379.48

93 93 682.93 93 685.04 93 1022.89 93 1006.94 93 427.63 93 383.39

94 94 689.90 94 692.01 94 1033.33 94 1017.18 94 431.98 94 387.30

95 95 696.87 95 698.98 95 1043.77 95 1027.43 95 436.33 95 391.21

96 96 703.84 96 705.95 96 1054.21 96 1037.67 96 440.68 96 395.12

97 97 710.81 97 712.92 97 1064.65 97 1047.92 97 445.03 97 399.03

98 98 717.78 98 719.89 98 1075.09 98 1058.16 98 449.38 98 402.94

99 99 724.75 99 726.86 99 1085.53 99 1068.40 99 453.73 99 406.85

100 100 731.72 100 733.83 100 1095.97 100 1078.65 100 458.08 100 410.76

101 101 738.69 101 740.80 101 1106.41 101 1088.89 101 462.43 101 414.67

102 102 745.66 102 747.77 102 1116.85 102 1099.14 102 466.78 102 418.58

103 103 752.63 103 754.74 103 1127.29 103 1109.38 103 471.13 103 422.49

104 104 759.60 104 761.71 104 1137.73 104 1119.62 104 475.48 104 426.40

105 105 766.57 105 768.68 105 1148.17 105 1129.87 105 479.83 105 430.31

106 106 773.54 106 775.65 106 1158.61 106 1140.11 106 484.18 106 434.22

107 107 780.51 107 782.62 107 1169.05 107 1150.36 107 488.53 107 438.13

108 108 787.48 108 789.59 108 1179.49 108 1160.60 108 492.88 108 442.04

109 109 794.45 109 796.56 109 1189.93 109 1170.85 109 497.23 109 445.95

110 110 801.42 110 803.53 110 1200.37 110 1181.09 110 501.58 110 449.86

111 111 808.39 111 810.50 111 1210.81 111 1191.33 111 505.93 111 453.77

112 112 815.36 112 817.47 112 1221.25 112 1201.58 112 510.28 112 457.68

113 113 822.33 113 824.44 113 1231.69 113 1211.82 113 514.63 113 461.59

114 114 829.30 114 831.41 114 1242.13 114 1222.07 114 518.98 114 465.50

115 115 836.27 115 838.38 115 1252.57 115 1232.31 115 523.33 115 469.41

116 116 843.24 116 845.35 116 1263.01 116 1242.55 116 527.68 116 473.32

117 117 850.21 117 852.32 117 1273.45 117 1252.80 117 532.03 117 477.23

118 118 857.18 118 859.29 118 1283.89 118 1263.04 118 536.38 118 481.14

119 119 864.15 119 866.26 119 1294.33 119 1273.29 119 540.73 119 485.05

120 120 871.12 120 873.23 120 1304.77 120 1283.53 120 545.08 120 488.96

121 121 878.09 121 880.20 121 1315.21 121 1293.77 121 549.43 121 492.87

122 122 885.06 122 887.17 122 1325.65 122 1304.02 122 553.78 122 496.78

123 123 892.03 123 894.14 123 1336.09 123 1314.26 123 558.13 123 500.69

124 124 899.00 124 901.11 124 1346.53 124 1324.51 124 562.48 124 504.60

125 125 905.97 125 908.08 125 1356.97 125 1334.75 125 566.83 125 508.51

126 126 912.94 126 915.05 126 1367.41 126 1345.00 126 571.18 126 512.42

127 127 919.91 127 922.02 127 1377.85 127 1355.24 127 575.53 127 516.33

128 128 926.88 128 928.99 128 1388.29 128 1365.48 128 579.88 128 520.24

129 129 933.85 129 935.96 129 1398.73 129 1375.73 129 584.23 129 524.15

130 130 940.82 130 942.93 130 1409.17 130 1385.97 130 588.58 130 528.06

131 131 947.79 131 949.90 131 1419.61 131 1396.22 131 592.93 131 531.97

132 132 954.76 132 956.87 132 1430.05 132 1406.46 132 597.28 132 535.88

133 133 961.73 133 963.84 133 1440.49 133 1416.70 133 601.63 133 539.79

134 134 968.70 134 970.81 134 1450.93 134 1426.95 134 605.98 134 543.70

135 135 975.67 135 977.78 135 1461.37 135 1437.19 135 610.33 135 547.61

136 136 982.64 136 984.75 136 1471.81 136 1447.44 136 614.68 136 551.52

137 137 989.61 137 991.72 137 1482.25 137 1457.68 137 619.03 137 555.43

138 138 996.58 138 998.69 138 1492.69 138 1467.92 138 623.38 138 559.34

139 139 1003.55 139 1005.66 139 1503.13 139 1478.17 139 627.73 139 563.25

140 140 1010.52 140 1012.63 140 1513.57 140 1488.41 140 632.08 140 567.16

141 141 1017.49 141 1019.60 141 1524.01 141 1498.66 141 636.43 141 571.07

142 142 1024.46 142 1026.57 142 1534.45 142 1508.90 142 640.78 142 574.98

143 143 1031.43 143 1033.54 143 1544.89 143 1519.15 143 645.13 143 578.89

144 144 1038.40 144 1040.51 144 1555.33 144 1529.39 144 649.48 144 582.80

145 145 1045.37 145 1047.48 145 1565.77 145 1539.63 145 653.83 145 586.71

146 146 1052.34 146 1054.45 146 1576.21 146 1549.88 146 658.18 146 590.62

147 147 1059.31 147 1061.42 147 1586.65 147 1560.12 147 662.53 147 594.53

148 148 1066.28 148 1068.39 148 1597.09 148 1570.37 148 666.88 148 598.44

149 149 1073.25 149 1075.36 149 1607.53 149 1580.61 149 671.23 149 602.35

150 150 1080.22 150 1082.33 150 1617.97 150 1590.85 150 675.58 150 606.26

151 151 1087.19 151 1089.30 151 1628.41 151 1601.10 151 679.93 151 610.17

152 152 1094.16 152 1096.27 152 1638.85 152 1611.34 152 684.28 152 614.08

153 153 1101.13 153 1103.24 153 1649.29 153 1621.59 153 688.63 153 617.99

154 154 1108.10 154 1110.21 154 1659.73 154 1631.83 154 692.98 154 621.90

155 155 1115.07 155 1117.18 155 1670.17 155 1642.07 155 697.33 155 625.81

156 156 1122.04 156 1124.15 156 1680.61 156 1652.32 156 701.68 156 629.72

157 157 1129.01 157 1131.12 157 1691.05 157 1662.56 157 706.03 157 633.63

158 158 1135.98 158 1138.09 158 1701.49 158 1672.81 158 710.38 158 637.54

159 159 1142.95 159 1145.06 159 1711.93 159 1683.05 159 714.73 159 641.45

160 160 1149.92 160 1152.03 160 1722.37 160 1693.30 160 719.08 160 645.36

161 161 1156.89 161 1159.00 161 1732.81 161 1703.54 161 723.43 161 649.27

162 162 1163.86 162 1165.97 162 1743.25 162 1713.78 162 727.78 162 653.18

163 163 1170.83 163 1172.94 163 1753.69 163 1724.03 163 732.13 163 657.09

164 164 1177.80 164 1179.91 164 1764.13 164 1734.27 164 736.48 164 661.00

165 165 1184.77 165 1186.88 165 1774.57 165 1744.52 165 740.83 165 664.91

166 166 1191.74 166 1193.85 166 1785.01 166 1754.76 166 745.18 166 668.82

167 167 1198.71 167 1200.82 167 1795.45 167 1765.00 167 749.53 167 672.73

168 168 1205.68 168 1207.79 168 1805.89 168 1775.25 168 753.88 168 676.64

169 169 1212.65 169 1214.76 169 1816.33 169 1785.49 169 758.23 169 680.55

170 170 1219.62 170 1221.73 170 1826.77 170 1795.74 170 762.58 170 684.46

171 171 1226.59 171 1228.70 171 1837.21 171 1805.98 171 766.93 171 688.37

172 172 1233.56 172 1235.67 172 1847.65 172 1816.22 172 771.28 172 692.28

173 173 1240.53 173 1242.64 173 1858.09 173 1826.47 173 775.63 173 696.19

174 174 1247.50 174 1249.61 174 1868.53 174 1836.71 174 779.98 174 700.10

175 175 1254.47 175 1256.58 175 1878.97 175 1846.96 175 784.33 175 704.01

176 176 1261.44 176 1263.55 176 1889.41 176 1857.20 176 788.68 176 707.92

177 177 1268.41 177 1270.52 177 1899.85 177 1867.45 177 793.03 177 711.83

178 178 1275.38 178 1277.49 178 1910.29 178 1877.69 178 797.38 178 715.74

179 179 1282.35 179 1284.46 179 1920.73 179 1887.93 179 801.73 179 719.65

180 180 1289.32 180 1291.43 180 1931.17 180 1898.18 180 806.08 180 723.56

181 181 1296.29 181 1298.40 181 1941.61 181 1908.42 181 810.43 181 727.47

182 182 1303.26 182 1305.37 182 1952.05 182 1918.67 182 814.78 182 731.38

183 183 1310.23 183 1312.34 183 1962.49 183 1928.91 183 819.13 183 735.29

184 184 1317.20 184 1319.31 184 1972.93 184 1939.15 184 823.48 184 739.20

185 185 1324.17 185 1326.28 185 1983.37 185 1949.40 185 827.83 185 743.11

186 186 1331.14 186 1333.25 186 1993.81 186 1959.64 186 832.18 186 747.02

187 187 1338.11 187 1340.22 187 2004.25 187 1969.89 187 836.53 187 750.93

188 188 1345.08 188 1347.19 188 2014.69 188 1980.13 188 840.88 188 754.84

189 189 1352.05 189 1354.16 189 2025.13 189 1990.37 189 845.23 189 758.75

190 190 1359.02 190 1361.13 190 2035.57 190 2000.62 190 849.58 190 762.66

191 191 1365.99 191 1368.10 191 2046.01 191 2010.86 191 853.93 191 766.57

192 192 1372.96 192 1375.07 192 2056.45 192 2021.11 192 858.28 192 770.48

193 193 1379.93 193 1382.04 193 2066.89 193 2031.35 193 862.63 193 774.39

194 194 1386.90 194 1389.01 194 2077.33 194 2041.60 194 866.98 194 778.30

195 195 1393.87 195 1395.98 195 2087.77 195 2051.84 195 871.33 195 782.21

196 196 1400.84 196 1402.95 196 2098.21 196 2062.08 196 875.68 196 786.12

197 197 1407.81 197 1409.92 197 2108.65 197 2072.33 197 880.03 197 790.03

198 198 1414.78 198 1416.89 198 2119.09 198 2082.57 198 884.38 198 793.94

199 199 1421.75 199 1423.86 199 2129.53 199 2092.82 199 888.73 199 797.85

200 200 1428.72 200 1430.83 200 2139.97 200 2103.06 200 893.08 200 801.76

201 201 1435.69 201 1437.80 201 2150.41 201 2113.30 201 897.43 201 805.67

202 202 1442.66 202 1444.77 202 2160.85 202 2123.55 202 901.78 202 809.58

203 203 1449.63 203 1451.74 203 2171.29 203 2133.79 203 906.13 203 813.49

204 204 1456.60 204 1458.71 204 2181.73 204 2144.04 204 910.48 204 817.40

205 205 1463.57 205 1465.68 205 2192.17 205 2154.28 205 914.83 205 821.31

206 206 1470.54 206 1472.65 206 2202.61 206 2164.52 206 919.18 206 825.22

207 207 1477.51 207 1479.62 207 2213.05 207 2174.77 207 923.53 207 829.13

208 208 1484.48 208 1486.59 208 2223.49 208 2185.01 208 927.88 208 833.04

209 209 1491.45 209 1493.56 209 2233.93 209 2195.26 209 932.23 209 836.95

210 210 1498.42 210 1500.53 210 2244.37 210 2205.50 210 936.58 210 840.86

211 211 1505.39 211 1507.50 211 2254.81 211 2215.75 211 940.93 211 844.77

212 212 1512.36 212 1514.47 212 2265.25 212 2225.99 212 945.28 212 848.68

213 213 1519.33 213 1521.44 213 2275.69 213 2236.23 213 949.63 213 852.59

214 214 1526.30 214 1528.41 214 2286.13 214 2246.48 214 953.98 214 856.50

215 215 1533.27 215 1535.38 215 2296.57 215 2256.72 215 958.33 215 860.41

216 216 1540.24 216 1542.35 216 2307.01 216 2266.97 216 962.68 216 864.32

217 217 1547.21 217 1549.32 217 2317.45 217 2277.21 217 967.03 217 868.23

218 218 1554.18 218 1556.29 218 2327.89 218 2287.45 218 971.38 218 872.14

219 219 1561.15 219 1563.26 219 2338.33 219 2297.70 219 975.73 219 876.05

220 220 1568.12 220 1570.23 220 2348.77 220 2307.94 220 980.08 220 879.96

221 221 1575.09 221 1577.20 221 2359.21 221 2318.19 221 984.43 221 883.87

222 222 1582.06 222 1584.17 222 2369.65 222 2328.43 222 988.78 222 887.78

223 223 1589.03 223 1591.14 223 2380.09 223 2338.67 223 993.13 223 891.69

224 224 1596.00 224 1598.11 224 2390.53 224 2348.92 224 997.48 224 895.60

225 225 1602.97 225 1605.08 225 2400.97 225 2359.16 225 1001.83 225 899.51

226 226 1609.94 226 1612.05 226 2411.41 226 2369.41 226 1006.18 226 903.42

227 227 1616.91 227 1619.02 227 2421.85 227 2379.65 227 1010.53 227 907.33

228 228 1623.88 228 1625.99 228 2432.29 228 2389.90 228 1014.88 228 911.24

229 229 1630.85 229 1632.96 229 2442.73 229 2400.14 229 1019.23 229 915.15

230 230 1637.82 230 1639.93 230 2453.17 230 2410.38 230 1023.58 230 919.06

231 231 1644.79 231 1646.90 231 2463.61 231 2420.63 231 1027.93 231 922.97

232 232 1651.76 232 1653.87 232 2474.05 232 2430.87 232 1032.28 232 926.88

233 233 1658.73 233 1660.84 233 2484.49 233 2441.12 233 1036.63 233 930.79

234 234 1665.70 234 1667.81 234 2494.93 234 2451.36 234 1040.98 234 934.70

235 235 1672.67 235 1674.78 235 2505.37 235 2461.60 235 1045.33 235 938.61

236 236 1679.64 236 1681.75 236 2515.81 236 2471.85 236 1049.68 236 942.52

237 237 1686.61 237 1688.72 237 2526.25 237 2482.09 237 1054.03 237 946.43

238 238 1693.58 238 1695.69 238 2536.69 238 2492.34 238 1058.38 238 950.34

239 239 1700.55 239 1702.66 239 2547.13 239 2502.58 239 1062.73 239 954.25

240 240 1707.52 240 1709.63 240 2557.57 240 2512.82 240 1067.08 240 958.16

241 241 1714.49 241 1716.60 241 2568.01 241 2523.07 241 1071.43 241 962.07

242 242 1721.46 242 1723.57 242 2578.45 242 2533.31 242 1075.78 242 965.98

243 243 1728.43 243 1730.54 243 2588.89 243 2543.56 243 1080.13 243 969.89

244 244 1735.40 244 1737.51 244 2599.33 244 2553.80 244 1084.48 244 973.80

245 245 1742.37 245 1744.48 245 2609.77 245 2564.05 245 1088.83 245 977.71

246 246 1749.34 246 1751.45 246 2620.21 246 2574.29 246 1093.18 246 981.62

247 247 1756.31 247 1758.42 247 2630.65 247 2584.53 247 1097.53 247 985.53

248 248 1763.28 248 1765.39 248 2641.09 248 2594.78 248 1101.88 248 989.44

249 249 1770.25 249 1772.36 249 2651.53 249 2605.02 249 1106.23 249 993.35

250 250 1777.22 250 1779.33 250 2661.97 250 2615.27 250 1110.58 250 997.26

251 251 1784.19 251 1786.30 251 2672.41 251 2625.51 251 1114.93 251 1001.17

252 252 1791.16 252 1793.27 252 2682.85 252 2635.75 252 1119.28 252 1005.08

253 253 1798.13 253 1800.24 253 2693.29 253 2646.00 253 1123.63 253 1008.99

254 254 1805.10 254 1807.21 254 2703.73 254 2656.24 254 1127.98 254 1012.90

255 255 1812.07 255 1814.18 255 2714.17 255 2666.49 255 1132.33 255 1016.81

256 256 1819.04 256 1821.15 256 2724.61 256 2676.73 256 1136.68 256 1020.72

257 257 1826.01 257 1828.12 257 2735.05 257 2686.97 257 1141.03 257 1024.63

258 258 1832.98 258 1835.09 258 2745.49 258 2697.22 258 1145.38 258 1028.54

259 259 1839.95 259 1842.06 259 2755.93 259 2707.46 259 1149.73 259 1032.45

260 260 1846.92 260 1849.03 260 2766.37 260 2717.71 260 1154.08 260 1036.36

261 261 1853.89 261 1856.00 261 2776.81 261 2727.95 261 1158.43 261 1040.27

262 262 1860.86 262 1862.97 262 2787.25 262 2738.20 262 1162.78 262 1044.18

263 263 1867.83 263 1869.94 263 2797.69 263 2748.44 263 1167.13 263 1048.09

264 264 1874.80 264 1876.91 264 2808.13 264 2758.68 264 1171.48 264 1052.00

265 265 1881.77 265 1883.88 265 2818.57 265 2768.93 265 1175.83 265 1055.91

266 266 1888.74 266 1890.85 266 2829.01 266 2779.17 266 1180.18 266 1059.82

267 267 1895.71 267 1897.82 267 2839.45 267 2789.42 267 1184.53 267 1063.73

268 268 1902.68 268 1904.79 268 2849.89 268 2799.66 268 1188.88 268 1067.64

269 269 1909.65 269 1911.76 269 2860.33 269 2809.90 269 1193.23 269 1071.55

270 270 1916.62 270 1918.73 270 2870.77 270 2820.15 270 1197.58 270 1075.46

271 271 1923.59 271 1925.70 271 2881.21 271 2830.39 271 1201.93 271 1079.37

272 272 1930.56 272 1932.67 272 2891.65 272 2840.64 272 1206.28 272 1083.28

273 273 1937.53 273 1939.64 273 2902.09 273 2850.88 273 1210.63 273 1087.19

274 274 1944.50 274 1946.61 274 2912.53 274 2861.12 274 1214.98 274 1091.10

275 275 1951.47 275 1953.58 275 2922.97 275 2871.37 275 1219.33 275 1095.01

276 276 1958.44 276 1960.55 276 2933.41 276 2881.61 276 1223.68 276 1098.92

277 277 1965.41 277 1967.52 277 2943.85 277 2891.86 277 1228.03 277 1102.83

278 278 1972.38 278 1974.49 278 2954.29 278 2902.10 278 1232.38 278 1106.74

279 279 1979.35 279 1981.46 279 2964.73 279 2912.35 279 1236.73 279 1110.65

280 280 1986.32 280 1988.43 280 2975.17 280 2922.59 280 1241.08 280 1114.56

281 281 1993.29 281 1995.40 281 2985.61 281 2932.83 281 1245.43 281 1118.47

282 282 2000.26 282 2002.37 282 2996.05 282 2943.08 282 1249.78 282 1122.38

283 283 2007.23 283 2009.34 283 3006.49 283 2953.32 283 1254.13 283 1126.29

284 284 2014.20 284 2016.31 284 3016.93 284 2963.57 284 1258.48 284 1130.20

285 285 2021.17 285 2023.28 285 3027.37 285 2973.81 285 1262.83 285 1134.11

286 286 2028.14 286 2030.25 286 3037.81 286 2984.05 286 1267.18 286 1138.02

287 287 2035.11 287 2037.22 287 3048.25 287 2994.30 287 1271.53 287 1141.93

288 288 2042.08 288 2044.19 288 3058.69 288 3004.54 288 1275.88 288 1145.84

289 289 2049.05 289 2051.16 289 3069.13 289 3014.79 289 1280.23 289 1149.75

290 290 2056.02 290 2058.13 290 3079.57 290 3025.03 290 1284.58 290 1153.66

291 291 2062.99 291 2065.10 291 3090.01 291 3035.27 291 1288.93 291 1157.57

292 292 2069.96 292 2072.07 292 3100.45 292 3045.52 292 1293.28 292 1161.48

293 293 2076.93 293 2079.04 293 3110.89 293 3055.76 293 1297.63 293 1165.39

294 294 2083.90 294 2086.01 294 3121.33 294 3066.01 294 1301.98 294 1169.30

295 295 2090.87 295 2092.98 295 3131.77 295 3076.25 295 1306.33 295 1173.21

296 296 2097.84 296 2099.95 296 3142.21 296 3086.50 296 1310.68 296 1177.12

297 297 2104.81 297 2106.92 297 3152.65 297 3096.74 297 1315.03 297 1181.03

298 298 2111.78 298 2113.89 298 3163.09 298 3106.98 298 1319.38 298 1184.94

299 299 2118.75 299 2120.86 299 3173.53 299 3117.23 299 1323.73 299 1188.85

300 300 2125.72 300 2127.83 300 3183.97 300 3127.47 300 1328.08 300 1192.76

301 301 2132.69 301 2134.80 301 3194.41 301 3137.72 301 1332.43 301 1196.67

302 302 2139.66 302 2141.77 302 3204.85 302 3147.96 302 1336.78 302 1200.58

303 303 2146.63 303 2148.74 303 3215.29 303 3158.20 303 1341.13 303 1204.49

304 304 2153.60 304 2155.71 304 3225.73 304 3168.45 304 1345.48 304 1208.40

305 305 2160.57 305 2162.68 305 3236.17 305 3178.69 305 1349.83 305 1212.31

306 306 2167.54 306 2169.65 306 3246.61 306 3188.94 306 1354.18 306 1216.22

307 307 2174.51 307 2176.62 307 3257.05 307 3199.18 307 1358.53 307 1220.13

308 308 2181.48 308 2183.59 308 3267.49 308 3209.42 308 1362.88 308 1224.04

309 309 2188.45 309 2190.56 309 3277.93 309 3219.67 309 1367.23 309 1227.95

310 310 2195.42 310 2197.53 310 3288.37 310 3229.91 310 1371.58 310 1231.86

311 311 2202.39 311 2204.50 311 3298.81 311 3240.16 311 1375.93 311 1235.77

312 312 2209.36 312 2211.47 312 3309.25 312 3250.40 312 1380.28 312 1239.68

313 313 2216.33 313 2218.44 313 3319.69 313 3260.65 313 1384.63 313 1243.59

314 314 2223.30 314 2225.41 314 3330.13 314 3270.89 314 1388.98 314 1247.50

315 315 2230.27 315 2232.38 315 3340.57 315 3281.13 315 1393.33 315 1251.41

316 316 2237.24 316 2239.35 316 3351.01 316 3291.38 316 1397.68 316 1255.32

317 317 2244.21 317 2246.32 317 3361.45 317 3301.62 317 1402.03 317 1259.23

318 318 2251.18 318 2253.29 318 3371.89 318 3311.87 318 1406.38 318 1263.14

319 319 2258.15 319 2260.26 319 3382.33 319 3322.11 319 1410.73 319 1267.05

320 320 2265.12 320 2267.23 320 3392.77 320 3332.35 320 1415.08 320 1270.96

321 321 2272.09 321 2274.20 321 3403.21 321 3342.60 321 1419.43 321 1274.87

322 322 2279.06 322 2281.17 322 3413.65 322 3352.84 322 1423.78 322 1278.78

323 323 2286.03 323 2288.14 323 3424.09 323 3363.09 323 1428.13 323 1282.69

324 324 2293.00 324 2295.11 324 3434.53 324 3373.33 324 1432.48 324 1286.60

325 325 2299.97 325 2302.08 325 3444.97 325 3383.57 325 1436.83 325 1290.51

326 326 2306.94 326 2309.05 326 3455.41 326 3393.82 326 1441.18 326 1294.42

327 327 2313.91 327 2316.02 327 3465.85 327 3404.06 327 1445.53 327 1298.33

328 328 2320.88 328 2322.99 328 3476.29 328 3414.31 328 1449.88 328 1302.24

329 329 2327.85 329 2329.96 329 3486.73 329 3424.55 329 1454.23 329 1306.15

330 330 2334.82 330 2336.93 330 3497.17 330 3434.80 330 1458.58 330 1310.06

331 331 2341.79 331 2343.90 331 3507.61 331 3445.04 331 1462.93 331 1313.97

332 332 2348.76 332 2350.87 332 3518.05 332 3455.28 332 1467.28 332 1317.88

333 333 2355.73 333 2357.84 333 3528.49 333 3465.53 333 1471.63 333 1321.79

334 334 2362.70 334 2364.81 334 3538.93 334 3475.77 334 1475.98 334 1325.70

335 335 2369.67 335 2371.78 335 3549.37 335 3486.02 335 1480.33 335 1329.61

336 336 2376.64 336 2378.75 336 3559.81 336 3496.26 336 1484.68 336 1333.52

337 337 2383.61 337 2385.72 337 3570.25 337 3506.50 337 1489.03 337 1337.43

338 338 2390.58 338 2392.69 338 3580.69 338 3516.75 338 1493.38 338 1341.34

339 339 2397.55 339 2399.66 339 3591.13 339 3526.99 339 1497.73 339 1345.25

340 340 2404.52 340 2406.63 340 3601.57 340 3537.24 340 1502.08 340 1349.16

341 341 2411.49 341 2413.60 341 3612.01 341 3547.48 341 1506.43 341 1353.07

342 342 2418.46 342 2420.57 342 3622.45 342 3557.72 342 1510.78 342 1356.98

343 343 2425.43 343 2427.54 343 3632.89 343 3567.97 343 1515.13 343 1360.89

344 344 2432.40 344 2434.51 344 3643.33 344 3578.21 344 1519.48 344 1364.80

345 345 2439.37 345 2441.48 345 3653.77 345 3588.46 345 1523.83 345 1368.71

346 346 2446.34 346 2448.45 346 3664.21 346 3598.70 346 1528.18 346 1372.62

347 347 2453.31 347 2455.42 347 3674.65 347 3608.95 347 1532.53 347 1376.53

348 348 2460.28 348 2462.39 348 3685.09 348 3619.19 348 1536.88 348 1380.44

349 349 2467.25 349 2469.36 349 3695.53 349 3629.43 349 1541.23 349 1384.35

350 350 2474.22 350 2476.33 350 3705.97 350 3639.68 350 1545.58 350 1388.26

351 351 2481.19 351 2483.30 351 3716.41 351 3649.92 351 1549.93 351 1392.17

352 352 2488.16 352 2490.27 352 3726.85 352 3660.17 352 1554.28 352 1396.08

353 353 2495.13 353 2497.24 353 3737.29 353 3670.41 353 1558.63 353 1399.99

354 354 2502.10 354 2504.21 354 3747.73 354 3680.65 354 1562.98 354 1403.90

355 355 2509.07 355 2511.18 355 3758.17 355 3690.90 355 1567.33 355 1407.81

356 356 2516.04 356 2518.15 356 3768.61 356 3701.14 356 1571.68 356 1411.72

357 357 2523.01 357 2525.12 357 3779.05 357 3711.39 357 1576.03 357 1415.63

358 358 2529.98 358 2532.09 358 3789.49 358 3721.63 358 1580.38 358 1419.54

359 359 2536.95 359 2539.06 359 3799.93 359 3731.87 359 1584.73 359 1423.45

360 360 2543.92 360 2546.03 360 3810.37 360 3742.12 360 1589.08 360 1427.36

361 361 2550.89 361 2553.00 361 3820.81 361 3752.36 361 1593.43 361 1431.27

362 362 2557.86 362 2559.97 362 3831.25 362 3762.61 362 1597.78 362 1435.18

363 363 2564.83 363 2566.94 363 3841.69 363 3772.85 363 1602.13 363 1439.09

364 364 2571.80 364 2573.91 364 3852.13 364 3783.10 364 1606.48 364 1443.00

365 365 2578.77 365 2580.88 365 3862.57 365 3793.34 365 1610.83 365 1446.91

366 366 2585.74 366 2587.85 366 3873.01 366 3803.58 366 1615.18 366 1450.82

367 367 2592.71 367 2594.82 367 3883.45 367 3813.83 367 1619.53 367 1454.73

368 368 2599.68 368 2601.79 368 3893.89 368 3824.07 368 1623.88 368 1458.64

369 369 2606.65 369 2608.76 369 3904.33 369 3834.32 369 1628.23 369 1462.55

370 370 2613.62 370 2615.73 370 3914.77 370 3844.56 370 1632.58 370 1466.46

371 371 2620.59 371 2622.70 371 3925.21 371 3854.80 371 1636.93 371 1470.37

372 372 2627.56 372 2629.67 372 3935.65 372 3865.05 372 1641.28 372 1474.28

373 373 2634.53 373 2636.64 373 3946.09 373 3875.29 373 1645.63 373 1478.19

374 374 2641.50 374 2643.61 374 3956.53 374 3885.54 374 1649.98 374 1482.10

375 375 2648.47 375 2650.58 375 3966.97 375 3895.78 375 1654.33 375 1486.01

376 376 2655.44 376 2657.55 376 3977.41 376 3906.02 376 1658.68 376 1489.92

377 377 2662.41 377 2664.52 377 3987.85 377 3916.27 377 1663.03 377 1493.83

378 378 2669.38 378 2671.49 378 3998.29 378 3926.51 378 1667.38 378 1497.74

379 379 2676.35 379 2678.46 379 4008.73 379 3936.76 379 1671.73 379 1501.65

380 380 2683.32 380 2685.43 380 4019.17 380 3947.00 380 1676.08 380 1505.56

381 381 2690.29 381 2692.40 381 4029.61 381 3957.25 381 1680.43 381 1509.47

382 382 2697.26 382 2699.37 382 4040.05 382 3967.49 382 1684.78 382 1513.38

383 383 2704.23 383 2706.34 383 4050.49 383 3977.73 383 1689.13 383 1517.29

384 384 2711.20 384 2713.31 384 4060.93 384 3987.98 384 1693.48 384 1521.20

385 385 2718.17 385 2720.28 385 4071.37 385 3998.22 385 1697.83 385 1525.11

386 386 2725.14 386 2727.25 386 4081.81 386 4008.47 386 1702.18 386 1529.02

387 387 2732.11 387 2734.22 387 4092.25 387 4018.71 387 1706.53 387 1532.93

388 388 2739.08 388 2741.19 388 4102.69 388 4028.95 388 1710.88 388 1536.84

389 389 2746.05 389 2748.16 389 4113.13 389 4039.20 389 1715.23 389 1540.75

390 390 2753.02 390 2755.13 390 4123.57 390 4049.44 390 1719.58 390 1544.66

391 391 2759.99 391 2762.10 391 4134.01 391 4059.69 391 1723.93 391 1548.57

392 392 2766.96 392 2769.07 392 4144.45 392 4069.93 392 1728.28 392 1552.48

393 393 2773.93 393 2776.04 393 4154.89 393 4080.17 393 1732.63 393 1556.39

394 394 2780.90 394 2783.01 394 4165.33 394 4090.42 394 1736.98 394 1560.30

395 395 2787.87 395 2789.98 395 4175.77 395 4100.66 395 1741.33 395 1564.21

396 396 2794.84 396 2796.95 396 4186.21 396 4110.91 396 1745.68 396 1568.12

397 397 2801.81 397 2803.92 397 4196.65 397 4121.15 397 1750.03 397 1572.03

398 398 2808.78 398 2810.89 398 4207.09 398 4131.40 398 1754.38 398 1575.94

399 399 2815.75 399 2817.86 399 4217.53 399 4141.64 399 1758.73 399 1579.85

400 400 2822.72 400 2824.83 400 4227.97 400 4151.88 400 1763.08 400 1583.76

401 401 2829.69 401 2831.80 401 4238.41 401 4162.13 401 1767.43 401 1587.67

402 402 2836.66 402 2838.77 402 4248.85 402 4172.37 402 1771.78 402 1591.58

403 403 2843.63 403 2845.74 403 4259.29 403 4182.62 403 1776.13 403 1595.49

404 404 2850.60 404 2852.71 404 4269.73 404 4192.86 404 1780.48 404 1599.40

405 405 2857.57 405 2859.68 405 4280.17 405 4203.10 405 1784.83 405 1603.31

406 406 2864.54 406 2866.65 406 4290.61 406 4213.35 406 1789.18 406 1607.22

407 407 2871.51 407 2873.62 407 4301.05 407 4223.59 407 1793.53 407 1611.13

408 408 2878.48 408 2880.59 408 4311.49 408 4233.84 408 1797.88 408 1615.04

409 409 2885.45 409 2887.56 409 4321.93 409 4244.08 409 1802.23 409 1618.95

410 410 2892.42 410 2894.53 410 4332.37 410 4254.32 410 1806.58 410 1622.86

411 411 2899.39 411 2901.50 411 4342.81 411 4264.57 411 1810.93 411 1626.77

412 412 2906.36 412 2908.47 412 4353.25 412 4274.81 412 1815.28 412 1630.68

413 413 2913.33 413 2915.44 413 4363.69 413 4285.06 413 1819.63 413 1634.59

414 414 2920.30 414 2922.41 414 4374.13 414 4295.30 414 1823.98 414 1638.50

415 415 2927.27 415 2929.38 415 4384.57 415 4305.55 415 1828.33 415 1642.41

416 416 2934.24 416 2936.35 416 4395.01 416 4315.79 416 1832.68 416 1646.32

417 417 2941.21 417 2943.32 417 4405.45 417 4326.03 417 1837.03 417 1650.23

418 418 2948.18 418 2950.29 418 4415.89 418 4336.28 418 1841.38 418 1654.14

419 419 2955.15 419 2957.26 419 4426.33 419 4346.52 419 1845.73 419 1658.05

420 420 2962.12 420 2964.23 420 4436.77 420 4356.77 420 1850.08 420 1661.96

421 421 2969.09 421 2971.20 421 4447.21 421 4367.01 421 1854.43 421 1665.87

422 422 2976.06 422 2978.17 422 4457.65 422 4377.25 422 1858.78 422 1669.78

423 423 2983.03 423 2985.14 423 4468.09 423 4387.50 423 1863.13 423 1673.69

424 424 2990.00 424 2992.11 424 4478.53 424 4397.74 424 1867.48 424 1677.60

425 425 2996.97 425 2999.08 425 4488.97 425 4407.99 425 1871.83 425 1681.51

426 426 3003.94 426 3006.05 426 4499.41 426 4418.23 426 1876.18 426 1685.42

427 427 3010.91 427 3013.02 427 4509.85 427 4428.47 427 1880.53 427 1689.33

428 428 3017.88 428 3019.99 428 4520.29 428 4438.72 428 1884.88 428 1693.24

429 429 3024.85 429 3026.96 429 4530.73 429 4448.96 429 1889.23 429 1697.15

430 430 3031.82 430 3033.93 430 4541.17 430 4459.21 430 1893.58 430 1701.06

431 431 3038.79 431 3040.90 431 4551.61 431 4469.45 431 1897.93 431 1704.97

432 432 3045.76 432 3047.87 432 4562.05 432 4479.70 432 1902.28 432 1708.88

433 433 3052.73 433 3054.84 433 4572.49 433 4489.94 433 1906.63 433 1712.79

434 434 3059.70 434 3061.81 434 4582.93 434 4500.18 434 1910.98 434 1716.70

435 435 3066.67 435 3068.78 435 4593.37 435 4510.43 435 1915.33 435 1720.61

436 436 3073.64 436 3075.75 436 4603.81 436 4520.67 436 1919.68 436 1724.52

437 437 3080.61 437 3082.72 437 4614.25 437 4530.92 437 1924.03 437 1728.43

438 438 3087.58 438 3089.69 438 4624.69 438 4541.16 438 1928.38 438 1732.34

439 439 3094.55 439 3096.66 439 4635.13 439 4551.40 439 1932.73 439 1736.25

440 440 3101.52 440 3103.63 440 4645.57 440 4561.65 440 1937.08 440 1740.16

441 441 3108.49 441 3110.60 441 4656.01 441 4571.89 441 1941.43 441 1744.07

442 442 3115.46 442 3117.57 442 4666.45 442 4582.14 442 1945.78 442 1747.98

443 443 3122.43 443 3124.54 443 4676.89 443 4592.38 443 1950.13 443 1751.89

444 444 3129.40 444 3131.51 444 4687.33 444 4602.62 444 1954.48 444 1755.80

445 445 3136.37 445 3138.48 445 4697.77 445 4612.87 445 1958.83 445 1759.71

446 446 3143.34 446 3145.45 446 4708.21 446 4623.11 446 1963.18 446 1763.62

447 447 3150.31 447 3152.42 447 4718.65 447 4633.36 447 1967.53 447 1767.53

448 448 3157.28 448 3159.39 448 4729.09 448 4643.60 448 1971.88 448 1771.44

449 449 3164.25 449 3166.36 449 4739.53 449 4653.85 449 1976.23 449 1775.35

450 450 3171.22 450 3173.33 450 4749.97 450 4664.09 450 1980.58 450 1779.26

451 451 3178.19 451 3180.30 451 4760.41 451 4674.33 451 1984.93 451 1783.17

452 452 3185.16 452 3187.27 452 4770.85 452 4684.58 452 1989.28 452 1787.08

453 453 3192.13 453 3194.24 453 4781.29 453 4694.82 453 1993.63 453 1790.99

454 454 3199.10 454 3201.21 454 4791.73 454 4705.07 454 1997.98 454 1794.90

455 455 3206.07 455 3208.18 455 4802.17 455 4715.31 455 2002.33 455 1798.81

456 456 3213.04 456 3215.15 456 4812.61 456 4725.55 456 2006.68 456 1802.72

457 457 3220.01 457 3222.12 457 4823.05 457 4735.80 457 2011.03 457 1806.63

458 458 3226.98 458 3229.09 458 4833.49 458 4746.04 458 2015.38 458 1810.54

459 459 3233.95 459 3236.06 459 4843.93 459 4756.29 459 2019.73 459 1814.45

460 460 3240.92 460 3243.03 460 4854.37 460 4766.53 460 2024.08 460 1818.36

461 461 3247.89 461 3250.00 461 4864.81 461 4776.77 461 2028.43 461 1822.27

462 462 3254.86 462 3256.97 462 4875.25 462 4787.02 462 2032.78 462 1826.18

463 463 3261.83 463 3263.94 463 4885.69 463 4797.26 463 2037.13 463 1830.09

464 464 3268.80 464 3270.91 464 4896.13 464 4807.51 464 2041.48 464 1834.00

465 465 3275.77 465 3277.88 465 4906.57 465 4817.75 465 2045.83 465 1837.91

466 466 3282.74 466 3284.85 466 4917.01 466 4828.00 466 2050.18 466 1841.82

467 467 3289.71 467 3291.82 467 4927.45 467 4838.24 467 2054.53 467 1845.73

468 468 3296.68 468 3298.79 468 4937.89 468 4848.48 468 2058.88 468 1849.64

469 469 3303.65 469 3305.76 469 4948.33 469 4858.73 469 2063.23 469 1853.55

470 470 3310.62 470 3312.73 470 4958.77 470 4868.97 470 2067.58 470 1857.46

471 471 3317.59 471 3319.70 471 4969.21 471 4879.22 471 2071.93 471 1861.37

472 472 3324.56 472 3326.67 472 4979.65 472 4889.46 472 2076.28 472 1865.28

473 473 3331.53 473 3333.64 473 4990.09 473 4899.70 473 2080.63 473 1869.19

474 474 3338.50 474 3340.61 474 5000.53 474 4909.95 474 2084.98 474 1873.10

475 475 3345.47 475 3347.58 475 5010.97 475 4920.19 475 2089.33 475 1877.01

476 476 3352.44 476 3354.55 476 5021.41 476 4930.44 476 2093.68 476 1880.92

477 477 3359.41 477 3361.52 477 5031.85 477 4940.68 477 2098.03 477 1884.83

478 478 3366.38 478 3368.49 478 5042.29 478 4950.92 478 2102.38 478 1888.74

479 479 3373.35 479 3375.46 479 5052.73 479 4961.17 479 2106.73 479 1892.65

480 480 3380.32 480 3382.43 480 5063.17 480 4971.41 480 2111.08 480 1896.56

481 481 3387.29 481 3389.40 481 5073.61 481 4981.66 481 2115.43 481 1900.47

482 482 3394.26 482 3396.37 482 5084.05 482 4991.90 482 2119.78 482 1904.38

483 483 3401.23 483 3403.34 483 5094.49 483 5002.15 483 2124.13 483 1908.29

484 484 3408.20 484 3410.31 484 5104.93 484 5012.39 484 2128.48 484 1912.20

485 485 3415.17 485 3417.28 485 5115.37 485 5022.63 485 2132.83 485 1916.11

486 486 3422.14 486 3424.25 486 5125.81 486 5032.88 486 2137.18 486 1920.02

487 487 3429.11 487 3431.22 487 5136.25 487 5043.12 487 2141.53 487 1923.93

488 488 3436.08 488 3438.19 488 5146.69 488 5053.37 488 2145.88 488 1927.84

489 489 3443.05 489 3445.16 489 5157.13 489 5063.61 489 2150.23 489 1931.75

490 490 3450.02 490 3452.13 490 5167.57 490 5073.85 490 2154.58 490 1935.66

491 491 3456.99 491 3459.10 491 5178.01 491 5084.10 491 2158.93 491 1939.57

492 492 3463.96 492 3466.07 492 5188.45 492 5094.34 492 2163.28 492 1943.48

493 493 3470.93 493 3473.04 493 5198.89 493 5104.59 493 2167.63 493 1947.39

494 494 3477.90 494 3480.01 494 5209.33 494 5114.83 494 2171.98 494 1951.30

495 495 3484.87 495 3486.98 495 5219.77 495 5125.07 495 2176.33 495 1955.21

496 496 3491.84 496 3493.95 496 5230.21 496 5135.32 496 2180.68 496 1959.12

497 497 3498.81 497 3500.92 497 5240.65 497 5145.56 497 2185.03 497 1963.03

498 498 3505.78 498 3507.89 498 5251.09 498 5155.81 498 2189.38 498 1966.94

499 499 3512.75 499 3514.86 499 5261.53 499 5166.05 499 2193.73 499 1970.85

500 500 3519.72 500 3521.83 500 5271.97 500 5176.30 500 2198.08 500 1974.76

501 501 3526.69 501 3528.80 501 5282.41 501 5186.54 501 2202.43 501 1978.67

502 502 3533.66 502 3535.77 502 5292.85 502 5196.78 502 2206.78 502 1982.58

503 503 3540.63 503 3542.74 503 5303.29 503 5207.03 503 2211.13 503 1986.49

504 504 3547.60 504 3549.71 504 5313.73 504 5217.27 504 2215.48 504 1990.40

505 505 3554.57 505 3556.68 505 5324.17 505 5227.52 505 2219.83 505 1994.31

506 506 3561.54 506 3563.65 506 5334.61 506 5237.76 506 2224.18 506 1998.22

507 507 3568.51 507 3570.62 507 5345.05 507 5248.00 507 2228.53 507 2002.13

508 508 3575.48 508 3577.59 508 5355.49 508 5258.25 508 2232.88 508 2006.04

509 509 3582.45 509 3584.56 509 5365.93 509 5268.49 509 2237.23 509 2009.95

510 510 3589.42 510 3591.53 510 5376.37 510 5278.74 510 2241.58 510 2013.86

511 511 3596.39 511 3598.50 511 5386.81 511 5288.98 511 2245.93 511 2017.77

512 512 3603.36 512 3605.47 512 5397.25 512 5299.22 512 2250.28 512 2021.68

513 513 3610.33 513 3612.44 513 5407.69 513 5309.47 513 2254.63 513 2025.59

514 514 3617.30 514 3619.41 514 5418.13 514 5319.71 514 2258.98 514 2029.50

515 515 3624.27 515 3626.38 515 5428.57 515 5329.96 515 2263.33 515 2033.41

516 516 3631.24 516 3633.35 516 5439.01 516 5340.20 516 2267.68 516 2037.32

517 517 3638.21 517 3640.32 517 5449.45 517 5350.45 517 2272.03 517 2041.23

518 518 3645.18 518 3647.29 518 5459.89 518 5360.69 518 2276.38 518 2045.14

519 519 3652.15 519 3654.26 519 5470.33 519 5370.93 519 2280.73 519 2049.05

520 520 3659.12 520 3661.23 520 5480.77 520 5381.18 520 2285.08 520 2052.96

521 521 3666.09 521 3668.20 521 5491.21 521 5391.42 521 2289.43 521 2056.87

522 522 3673.06 522 3675.17 522 5501.65 522 5401.67 522 2293.78 522 2060.78

523 523 3680.03 523 3682.14 523 5512.09 523 5411.91 523 2298.13 523 2064.69

524 524 3687.00 524 3689.11 524 5522.53 524 5422.15 524 2302.48 524 2068.60

525 525 3693.97 525 3696.08 525 5532.97 525 5432.40 525 2306.83 525 2072.51

526 526 3700.94 526 3703.05 526 5543.41 526 5442.64 526 2311.18 526 2076.42

527 527 3707.91 527 3710.02 527 5553.85 527 5452.89 527 2315.53 527 2080.33

528 528 3714.88 528 3716.99 528 5564.29 528 5463.13 528 2319.88 528 2084.24

529 529 3721.85 529 3723.96 529 5574.73 529 5473.37 529 2324.23 529 2088.15

530 530 3728.82 530 3730.93 530 5585.17 530 5483.62 530 2328.58 530 2092.06

531 531 3735.79 531 3737.90 531 5595.61 531 5493.86 531 2332.93 531 2095.97

532 532 3742.76 532 3744.87 532 5606.05 532 5504.11 532 2337.28 532 2099.88

533 533 3749.73 533 3751.84 533 5616.49 533 5514.35 533 2341.63 533 2103.79

534 534 3756.70 534 3758.81 534 5626.93 534 5524.60 534 2345.98 534 2107.70

535 535 3763.67 535 3765.78 535 5637.37 535 5534.84 535 2350.33 535 2111.61

536 536 3770.64 536 3772.75 536 5647.81 536 5545.08 536 2354.68 536 2115.52

537 537 3777.61 537 3779.72 537 5658.25 537 5555.33 537 2359.03 537 2119.43

538 538 3784.58 538 3786.69 538 5668.69 538 5565.57 538 2363.38 538 2123.34

539 539 3791.55 539 3793.66 539 5679.13 539 5575.82 539 2367.73 539 2127.25

540 540 3798.52 540 3800.63 540 5689.57 540 5586.06 540 2372.08 540 2131.16

541 541 3805.49 541 3807.60 541 5700.01 541 5596.30 541 2376.43 541 2135.07

542 542 3812.46 542 3814.57 542 5710.45 542 5606.55 542 2380.78 542 2138.98

543 543 3819.43 543 3821.54 543 5720.89 543 5616.79 543 2385.13 543 2142.89

544 544 3826.40 544 3828.51 544 5731.33 544 5627.04 544 2389.48 544 2146.80

545 545 3833.37 545 3835.48 545 5741.77 545 5637.28 545 2393.83 545 2150.71

546 546 3840.34 546 3842.45 546 5752.21 546 5647.52 546 2398.18 546 2154.62

547 547 3847.31 547 3849.42 547 5762.65 547 5657.77 547 2402.53 547 2158.53

548 548 3854.28 548 3856.39 548 5773.09 548 5668.01 548 2406.88 548 2162.44

549 549 3861.25 549 3863.36 549 5783.53 549 5678.26 549 2411.23 549 2166.35

550 550 3868.22 550 3870.33 550 5793.97 550 5688.50 550 2415.58 550 2170.26

551 551 3875.19 551 3877.30 551 5804.41 551 5698.75 551 2419.93 551 2174.17

552 552 3882.16 552 3884.27 552 5814.85 552 5708.99 552 2424.28 552 2178.08

553 553 3889.13 553 3891.24 553 5825.29 553 5719.23 553 2428.63 553 2181.99

554 554 3896.10 554 3898.21 554 5835.73 554 5729.48 554 2432.98 554 2185.90

555 555 3903.07 555 3905.18 555 5846.17 555 5739.72 555 2437.33 555 2189.81

556 556 3910.04 556 3912.15 556 5856.61 556 5749.97 556 2441.68 556 2193.72

557 557 3917.01 557 3919.12 557 5867.05 557 5760.21 557 2446.03 557 2197.63

558 558 3923.98 558 3926.09 558 5877.49 558 5770.45 558 2450.38 558 2201.54

559 559 3930.95 559 3933.06 559 5887.93 559 5780.70 559 2454.73 559 2205.45

560 560 3937.92 560 3940.03 560 5898.37 560 5790.94 560 2459.08 560 2209.36

561 561 3944.89 561 3947.00 561 5908.81 561 5801.19 561 2463.43 561 2213.27

562 562 3951.86 562 3953.97 562 5919.25 562 5811.43 562 2467.78 562 2217.18

563 563 3958.83 563 3960.94 563 5929.69 563 5821.67 563 2472.13 563 2221.09

564 564 3965.80 564 3967.91 564 5940.13 564 5831.92 564 2476.48 564 2225.00

565 565 3972.77 565 3974.88 565 5950.57 565 5842.16 565 2480.83 565 2228.91

566 566 3979.74 566 3981.85 566 5961.01 566 5852.41 566 2485.18 566 2232.82

567 567 3986.71 567 3988.82 567 5971.45 567 5862.65 567 2489.53 567 2236.73

568 568 3993.68 568 3995.79 568 5981.89 568 5872.90 568 2493.88 568 2240.64

569 569 4000.65 569 4002.76 569 5992.33 569 5883.14 569 2498.23 569 2244.55

570 570 4007.62 570 4009.73 570 6002.77 570 5893.38 570 2502.58 570 2248.46

571 571 4014.59 571 4016.70 571 6013.21 571 5903.63 571 2506.93 571 2252.37

572 572 4021.56 572 4023.67 572 6023.65 572 5913.87 572 2511.28 572 2256.28

573 573 4028.53 573 4030.64 573 6034.09 573 5924.12 573 2515.63 573 2260.19

574 574 4035.50 574 4037.61 574 6044.53 574 5934.36 574 2519.98 574 2264.10

575 575 4042.47 575 4044.58 575 6054.97 575 5944.60 575 2524.33 575 2268.01

576 576 4049.44 576 4051.55 576 6065.41 576 5954.85 576 2528.68 576 2271.92

577 577 4056.41 577 4058.52 577 6075.85 577 5965.09 577 2533.03 577 2275.83

578 578 4063.38 578 4065.49 578 6086.29 578 5975.34 578 2537.38 578 2279.74

579 579 4070.35 579 4072.46 579 6096.73 579 5985.58 579 2541.73 579 2283.65

580 580 4077.32 580 4079.43 580 6107.17 580 5995.82 580 2546.08 580 2287.56

581 581 4084.29 581 4086.40 581 6117.61 581 6006.07 581 2550.43 581 2291.47

582 582 4091.26 582 4093.37 582 6128.05 582 6016.31 582 2554.78 582 2295.38

583 583 4098.23 583 4100.34 583 6138.49 583 6026.56 583 2559.13 583 2299.29

584 584 4105.20 584 4107.31 584 6148.93 584 6036.80 584 2563.48 584 2303.20

585 585 4112.17 585 4114.28 585 6159.37 585 6047.05 585 2567.83 585 2307.11

586 586 4119.14 586 4121.25 586 6169.81 586 6057.29 586 2572.18 586 2311.02

587 587 4126.11 587 4128.22 587 6180.25 587 6067.53 587 2576.53 587 2314.93

588 588 4133.08 588 4135.19 588 6190.69 588 6077.78 588 2580.88 588 2318.84

589 589 4140.05 589 4142.16 589 6201.13 589 6088.02 589 2585.23 589 2322.75

590 590 4147.02 590 4149.13 590 6211.57 590 6098.27 590 2589.58 590 2326.66

591 591 4153.99 591 4156.10 591 6222.01 591 6108.51 591 2593.93 591 2330.57

592 592 4160.96 592 4163.07 592 6232.45 592 6118.75 592 2598.28 592 2334.48

593 593 4167.93 593 4170.04 593 6242.89 593 6129.00 593 2602.63 593 2338.39

594 594 4174.90 594 4177.01 594 6253.33 594 6139.24 594 2606.98 594 2342.30

595 595 4181.87 595 4183.98 595 6263.77 595 6149.49 595 2611.33 595 2346.21

596 596 4188.84 596 4190.95 596 6274.21 596 6159.73 596 2615.68 596 2350.12

597 597 4195.81 597 4197.92 597 6284.65 597 6169.97 597 2620.03 597 2354.03

598 598 4202.78 598 4204.89 598 6295.09 598 6180.22 598 2624.38 598 2357.94

599 599 4209.75 599 4211.86 599 6305.53 599 6190.46 599 2628.73 599 2361.85

600 600 4216.72 600 4218.83 600 6315.97 600 6200.71 600 2633.08 600 2365.76

601 601 4223.69 601 4225.80 601 6326.41 601 6210.95 601 2637.43 601 2369.67

602 602 4230.66 602 4232.77 602 6336.85 602 6221.20 602 2641.78 602 2373.58

603 603 4237.63 603 4239.74 603 6347.29 603 6231.44 603 2646.13 603 2377.49

604 604 4244.60 604 4246.71 604 6357.73 604 6241.68 604 2650.48 604 2381.40

605 605 4251.57 605 4253.68 605 6368.17 605 6251.93 605 2654.83 605 2385.31

606 606 4258.54 606 4260.65 606 6378.61 606 6262.17 606 2659.18 606 2389.22

607 607 4265.51 607 4267.62 607 6389.05 607 6272.42 607 2663.53 607 2393.13

608 608 4272.48 608 4274.59 608 6399.49 608 6282.66 608 2667.88 608 2397.04

609 609 4279.45 609 4281.56 609 6409.93 609 6292.90 609 2672.23 609 2400.95

610 610 4286.42 610 4288.53 610 6420.37 610 6303.15 610 2676.58 610 2404.86

611 611 4293.39 611 4295.50 611 6430.81 611 6313.39 611 2680.93 611 2408.77

612 612 4300.36 612 4302.47 612 6441.25 612 6323.64 612 2685.28 612 2412.68

613 613 4307.33 613 4309.44 613 6451.69 613 6333.88 613 2689.63 613 2416.59

614 614 4314.30 614 4316.41 614 6462.13 614 6344.12 614 2693.98 614 2420.50

615 615 4321.27 615 4323.38 615 6472.57 615 6354.37 615 2698.33 615 2424.41

616 616 4328.24 616 4330.35 616 6483.01 616 6364.61 616 2702.68 616 2428.32

617 617 4335.21 617 4337.32 617 6493.45 617 6374.86 617 2707.03 617 2432.23

618 618 4342.18 618 4344.29 618 6503.89 618 6385.10 618 2711.38 618 2436.14

619 619 4349.15 619 4351.26 619 6514.33 619 6395.35 619 2715.73 619 2440.05

620 620 4356.12 620 4358.23 620 6524.77 620 6405.59 620 2720.08 620 2443.96

621 621 4363.09 621 4365.20 621 6535.21 621 6415.83 621 2724.43 621 2447.87

622 622 4370.06 622 4372.17 622 6545.65 622 6426.08 622 2728.78 622 2451.78

623 623 4377.03 623 4379.14 623 6556.09 623 6436.32 623 2733.13 623 2455.69

624 624 4384.00 624 4386.11 624 6566.53 624 6446.57 624 2737.48 624 2459.60

625 625 4390.97 625 4393.08 625 6576.97 625 6456.81 625 2741.83 625 2463.51

626 626 4397.94 626 4400.05 626 6587.41 626 6467.05 626 2746.18 626 2467.42

627 627 4404.91 627 4407.02 627 6597.85 627 6477.30 627 2750.53 627 2471.33

628 628 4411.88 628 4413.99 628 6608.29 628 6487.54 628 2754.88 628 2475.24

629 629 4418.85 629 4420.96 629 6618.73 629 6497.79 629 2759.23 629 2479.15

630 630 4425.82 630 4427.93 630 6629.17 630 6508.03 630 2763.58 630 2483.06

631 631 4432.79 631 4434.90 631 6639.61 631 6518.27 631 2767.93 631 2486.97

632 632 4439.76 632 4441.87 632 6650.05 632 6528.52 632 2772.28 632 2490.88

633 633 4446.73 633 4448.84 633 6660.49 633 6538.76 633 2776.63 633 2494.79

634 634 4453.70 634 4455.81 634 6670.93 634 6549.01 634 2780.98 634 2498.70

635 635 4460.67 635 4462.78 635 6681.37 635 6559.25 635 2785.33 635 2502.61

636 636 4467.64 636 4469.75 636 6691.81 636 6569.50 636 2789.68 636 2506.52

637 637 4474.61 637 4476.72 637 6702.25 637 6579.74 637 2794.03 637 2510.43

638 638 4481.58 638 4483.69 638 6712.69 638 6589.98 638 2798.38 638 2514.34

639 639 4488.55 639 4490.66 639 6723.13 639 6600.23 639 2802.73 639 2518.25

640 640 4495.52 640 4497.63 640 6733.57 640 6610.47 640 2807.08 640 2522.16

641 641 4502.49 641 4504.60 641 6744.01 641 6620.72 641 2811.43 641 2526.07

642 642 4509.46 642 4511.57 642 6754.45 642 6630.96 642 2815.78 642 2529.98

643 643 4516.43 643 4518.54 643 6764.89 643 6641.20 643 2820.13 643 2533.89

644 644 4523.40 644 4525.51 644 6775.33 644 6651.45 644 2824.48 644 2537.80

645 645 4530.37 645 4532.48 645 6785.77 645 6661.69 645 2828.83 645 2541.71

646 646 4537.34 646 4539.45 646 6796.21 646 6671.94 646 2833.18 646 2545.62

647 647 4544.31 647 4546.42 647 6806.65 647 6682.18 647 2837.53 647 2549.53

648 648 4551.28 648 4553.39 648 6817.09 648 6692.42 648 2841.88 648 2553.44

649 649 4558.25 649 4560.36 649 6827.53 649 6702.67 649 2846.23 649 2557.35

650 650 4565.22 650 4567.33 650 6837.97 650 6712.91 650 2850.58 650 2561.26

651 651 4572.19 651 4574.30 651 6848.41 651 6723.16 651 2854.93 651 2565.17

652 652 4579.16 652 4581.27 652 6858.85 652 6733.40 652 2859.28 652 2569.08

653 653 4586.13 653 4588.24 653 6869.29 653 6743.65 653 2863.63 653 2572.99

654 654 4593.10 654 4595.21 654 6879.73 654 6753.89 654 2867.98 654 2576.90

655 655 4600.07 655 4602.18 655 6890.17 655 6764.13 655 2872.33 655 2580.81

656 656 4607.04 656 4609.15 656 6900.61 656 6774.38 656 2876.68 656 2584.72

657 657 4614.01 657 4616.12 657 6911.05 657 6784.62 657 2881.03 657 2588.63

658 658 4620.98 658 4623.09 658 6921.49 658 6794.87 658 2885.38 658 2592.54

659 659 4627.95 659 4630.06 659 6931.93 659 6805.11 659 2889.73 659 2596.45

660 660 4634.92 660 4637.03 660 6942.37 660 6815.35 660 2894.08 660 2600.36

661 661 4641.89 661 4644.00 661 6952.81 661 6825.60 661 2898.43 661 2604.27

662 662 4648.86 662 4650.97 662 6963.25 662 6835.84 662 2902.78 662 2608.18

663 663 4655.83 663 4657.94 663 6973.69 663 6846.09 663 2907.13 663 2612.09

664 664 4662.80 664 4664.91 664 6984.13 664 6856.33 664 2911.48 664 2616.00

665 665 4669.77 665 4671.88 665 6994.57 665 6866.57 665 2915.83 665 2619.91

666 666 4676.74 666 4678.85 666 7005.01 666 6876.82 666 2920.18 666 2623.82

667 667 4683.71 667 4685.82 667 7015.45 667 6887.06 667 2924.53 667 2627.73

668 668 4690.68 668 4692.79 668 7025.89 668 6897.31 668 2928.88 668 2631.64

669 669 4697.65 669 4699.76 669 7036.33 669 6907.55 669 2933.23 669 2635.55

670 670 4704.62 670 4706.73 670 7046.77 670 6917.80 670 2937.58 670 2639.46

671 671 4711.59 671 4713.70 671 7057.21 671 6928.04 671 2941.93 671 2643.37

672 672 4718.56 672 4720.67 672 7067.65 672 6938.28 672 2946.28 672 2647.28

673 673 4725.53 673 4727.64 673 7078.09 673 6948.53 673 2950.63 673 2651.19

674 674 4732.50 674 4734.61 674 7088.53 674 6958.77 674 2954.98 674 2655.10

675 675 4739.47 675 4741.58 675 7098.97 675 6969.02 675 2959.33 675 2659.01

676 676 4746.44 676 4748.55 676 7109.41 676 6979.26 676 2963.68 676 2662.92

677 677 4753.41 677 4755.52 677 7119.85 677 6989.50 677 2968.03 677 2666.83

678 678 4760.38 678 4762.49 678 7130.29 678 6999.75 678 2972.38 678 2670.74

679 679 4767.35 679 4769.46 679 7140.73 679 7009.99 679 2976.73 679 2674.65

680 680 4774.32 680 4776.43 680 7151.17 680 7020.24 680 2981.08 680 2678.56

681 681 4781.29 681 4783.40 681 7161.61 681 7030.48 681 2985.43 681 2682.47

682 682 4788.26 682 4790.37 682 7172.05 682 7040.72 682 2989.78 682 2686.38

683 683 4795.23 683 4797.34 683 7182.49 683 7050.97 683 2994.13 683 2690.29

684 684 4802.20 684 4804.31 684 7192.93 684 7061.21 684 2998.48 684 2694.20

685 685 4809.17 685 4811.28 685 7203.37 685 7071.46 685 3002.83 685 2698.11

686 686 4816.14 686 4818.25 686 7213.81 686 7081.70 686 3007.18 686 2702.02

687 687 4823.11 687 4825.22 687 7224.25 687 7091.95 687 3011.53 687 2705.93

688 688 4830.08 688 4832.19 688 7234.69 688 7102.19 688 3015.88 688 2709.84

689 689 4837.05 689 4839.16 689 7245.13 689 7112.43 689 3020.23 689 2713.75

690 690 4844.02 690 4846.13 690 7255.57 690 7122.68 690 3024.58 690 2717.66

691 691 4850.99 691 4853.10 691 7266.01 691 7132.92 691 3028.93 691 2721.57

692 692 4857.96 692 4860.07 692 7276.45 692 7143.17 692 3033.28 692 2725.48

693 693 4864.93 693 4867.04 693 7286.89 693 7153.41 693 3037.63 693 2729.39

694 694 4871.90 694 4874.01 694 7297.33 694 7163.65 694 3041.98 694 2733.30

695 695 4878.87 695 4880.98 695 7307.77 695 7173.90 695 3046.33 695 2737.21

696 696 4885.84 696 4887.95 696 7318.21 696 7184.14 696 3050.68 696 2741.12

697 697 4892.81 697 4894.92 697 7328.65 697 7194.39 697 3055.03 697 2745.03

698 698 4899.78 698 4901.89 698 7339.09 698 7204.63 698 3059.38 698 2748.94

699 699 4906.75 699 4908.86 699 7349.53 699 7214.87 699 3063.73 699 2752.85

700 700 4913.72 700 4915.83 700 7359.97 700 7225.12 700 3068.08 700 2756.76

701 701 4920.69 701 4922.80 701 7370.41 701 7235.36 701 3072.43 701 2760.67

702 702 4927.66 702 4929.77 702 7380.85 702 7245.61 702 3076.78 702 2764.58

703 703 4934.63 703 4936.74 703 7391.29 703 7255.85 703 3081.13 703 2768.49

704 704 4941.60 704 4943.71 704 7401.73 704 7266.10 704 3085.48 704 2772.40

705 705 4948.57 705 4950.68 705 7412.17 705 7276.34 705 3089.83 705 2776.31

706 706 4955.54 706 4957.65 706 7422.61 706 7286.58 706 3094.18 706 2780.22

707 707 4962.51 707 4964.62 707 7433.05 707 7296.83 707 3098.53 707 2784.13

708 708 4969.48 708 4971.59 708 7443.49 708 7307.07 708 3102.88 708 2788.04

709 709 4976.45 709 4978.56 709 7453.93 709 7317.32 709 3107.23 709 2791.95

710 710 4983.42 710 4985.53 710 7464.37 710 7327.56 710 3111.58 710 2795.86

711 711 4990.39 711 4992.50 711 7474.81 711 7337.80 711 3115.93 711 2799.77

712 712 4997.36 712 4999.47 712 7485.25 712 7348.05 712 3120.28 712 2803.68

713 713 5004.33 713 5006.44 713 7495.69 713 7358.29 713 3124.63 713 2807.59

714 714 5011.30 714 5013.41 714 7506.13 714 7368.54 714 3128.98 714 2811.50

715 715 5018.27 715 5020.38 715 7516.57 715 7378.78 715 3133.33 715 2815.41

716 716 5025.24 716 5027.35 716 7527.01 716 7389.02 716 3137.68 716 2819.32

717 717 5032.21 717 5034.32 717 7537.45 717 7399.27 717 3142.03 717 2823.23

718 718 5039.18 718 5041.29 718 7547.89 718 7409.51 718 3146.38 718 2827.14

719 719 5046.15 719 5048.26 719 7558.33 719 7419.76 719 3150.73 719 2831.05

720 720 5053.12 720 5055.23 720 7568.77 720 7430.00 720 3155.08 720 2834.96

721 721 5060.09 721 5062.20 721 7579.21 721 7440.25 721 3159.43 721 2838.87

722 722 5067.06 722 5069.17 722 7589.65 722 7450.49 722 3163.78 722 2842.78

723 723 5074.03 723 5076.14 723 7600.09 723 7460.73 723 3168.13 723 2846.69

724 724 5081.00 724 5083.11 724 7610.53 724 7470.98 724 3172.48 724 2850.60

725 725 5087.97 725 5090.08 725 7620.97 725 7481.22 725 3176.83 725 2854.51

726 726 5094.94 726 5097.05 726 7631.41 726 7491.47 726 3181.18 726 2858.42

727 727 5101.91 727 5104.02 727 7641.85 727 7501.71 727 3185.53 727 2862.33

728 728 5108.88 728 5110.99 728 7652.29 728 7511.95 728 3189.88 728 2866.24

729 729 5115.85 729 5117.96 729 7662.73 729 7522.20 729 3194.23 729 2870.15

730 730 5122.82 730 5124.93 730 7673.17 730 7532.44 730 3198.58 730 2874.06

731 731 5129.79 731 5131.90 731 7683.61 731 7542.69 731 3202.93 731 2877.97

732 732 5136.76 732 5138.87 732 7694.05 732 7552.93 732 3207.28 732 2881.88

733 733 5143.73 733 5145.84 733 7704.49 733 7563.17 733 3211.63 733 2885.79

734 734 5150.70 734 5152.81 734 7714.93 734 7573.42 734 3215.98 734 2889.70

735 735 5157.67 735 5159.78 735 7725.37 735 7583.66 735 3220.33 735 2893.61

736 736 5164.64 736 5166.75 736 7735.81 736 7593.91 736 3224.68 736 2897.52

737 737 5171.61 737 5173.72 737 7746.25 737 7604.15 737 3229.03 737 2901.43

738 738 5178.58 738 5180.69 738 7756.69 738 7614.40 738 3233.38 738 2905.34

739 739 5185.55 739 5187.66 739 7767.13 739 7624.64 739 3237.73 739 2909.25

740 740 5192.52 740 5194.63 740 7777.57 740 7634.88 740 3242.08 740 2913.16

741 741 5199.49 741 5201.60 741 7788.01 741 7645.13 741 3246.43 741 2917.07

742 742 5206.46 742 5208.57 742 7798.45 742 7655.37 742 3250.78 742 2920.98

743 743 5213.43 743 5215.54 743 7808.89 743 7665.62 743 3255.13 743 2924.89

744 744 5220.40 744 5222.51 744 7819.33 744 7675.86 744 3259.48 744 2928.80

745 745 5227.37 745 5229.48 745 7829.77 745 7686.10 745 3263.83 745 2932.71

746 746 5234.34 746 5236.45 746 7840.21 746 7696.35 746 3268.18 746 2936.62

747 747 5241.31 747 5243.42 747 7850.65 747 7706.59 747 3272.53 747 2940.53

748 748 5248.28 748 5250.39 748 7861.09 748 7716.84 748 3276.88 748 2944.44

749 749 5255.25 749 5257.36 749 7871.53 749 7727.08 749 3281.23 749 2948.35

750 750 5262.22 750 5264.33 750 7881.97 750 7737.32 750 3285.58 750 2952.26

751 751 5269.19 751 5271.30 751 7892.41 751 7747.57 751 3289.93 751 2956.17

752 752 5276.16 752 5278.27 752 7902.85 752 7757.81 752 3294.28 752 2960.08

753 753 5283.13 753 5285.24 753 7913.29 753 7768.06 753 3298.63 753 2963.99

754 754 5290.10 754 5292.21 754 7923.73 754 7778.30 754 3302.98 754 2967.90

755 755 5297.07 755 5299.18 755 7934.17 755 7788.55 755 3307.33 755 2971.81

756 756 5304.04 756 5306.15 756 7944.61 756 7798.79 756 3311.68 756 2975.72

757 757 5311.01 757 5313.12 757 7955.05 757 7809.03 757 3316.03 757 2979.63

758 758 5317.98 758 5320.09 758 7965.49 758 7819.28 758 3320.38 758 2983.54

759 759 5324.95 759 5327.06 759 7975.93 759 7829.52 759 3324.73 759 2987.45

760 760 5331.92 760 5334.03 760 7986.37 760 7839.77 760 3329.08 760 2991.36

761 761 5338.89 761 5341.00 761 7996.81 761 7850.01 761 3333.43 761 2995.27

762 762 5345.86 762 5347.97 762 8007.25 762 7860.25 762 3337.78 762 2999.18

763 763 5352.83 763 5354.94 763 8017.69 763 7870.50 763 3342.13 763 3003.09

764 764 5359.80 764 5361.91 764 8028.13 764 7880.74 764 3346.48 764 3007.00

765 765 5366.77 765 5368.88 765 8038.57 765 7890.99 765 3350.83 765 3010.91

766 766 5373.74 766 5375.85 766 8049.01 766 7901.23 766 3355.18 766 3014.82

767 767 5380.71 767 5382.82 767 8059.45 767 7911.47 767 3359.53 767 3018.73

768 768 5387.68 768 5389.79 768 8069.89 768 7921.72 768 3363.88 768 3022.64

769 769 5394.65 769 5396.76 769 8080.33 769 7931.96 769 3368.23 769 3026.55

770 770 5401.62 770 5403.73 770 8090.77 770 7942.21 770 3372.58 770 3030.46

771 771 5408.59 771 5410.70 771 8101.21 771 7952.45 771 3376.93 771 3034.37

772 772 5415.56 772 5417.67 772 8111.65 772 7962.70 772 3381.28 772 3038.28

773 773 5422.53 773 5424.64 773 8122.09 773 7972.94 773 3385.63 773 3042.19

774 774 5429.50 774 5431.61 774 8132.53 774 7983.18 774 3389.98 774 3046.10

775 775 5436.47 775 5438.58 775 8142.97 775 7993.43 775 3394.33 775 3050.01

776 776 5443.44 776 5445.55 776 8153.41 776 8003.67 776 3398.68 776 3053.92

777 777 5450.41 777 5452.52 777 8163.85 777 8013.92 777 3403.03 777 3057.83

778 778 5457.38 778 5459.49 778 8174.29 778 8024.16 778 3407.38 778 3061.74

779 779 5464.35 779 5466.46 779 8184.73 779 8034.40 779 3411.73 779 3065.65

780 780 5471.32 780 5473.43 780 8195.17 780 8044.65 780 3416.08 780 3069.56

781 781 5478.29 781 5480.40 781 8205.61 781 8054.89 781 3420.43 781 3073.47

782 782 5485.26 782 5487.37 782 8216.05 782 8065.14 782 3424.78 782 3077.38

783 783 5492.23 783 5494.34 783 8226.49 783 8075.38 783 3429.13 783 3081.29

784 784 5499.20 784 5501.31 784 8236.93 784 8085.62 784 3433.48 784 3085.20

785 785 5506.17 785 5508.28 785 8247.37 785 8095.87 785 3437.83 785 3089.11

786 786 5513.14 786 5515.25 786 8257.81 786 8106.11 786 3442.18 786 3093.02

787 787 5520.11 787 5522.22 787 8268.25 787 8116.36 787 3446.53 787 3096.93

788 788 5527.08 788 5529.19 788 8278.69 788 8126.60 788 3450.88 788 3100.84

789 789 5534.05 789 5536.16 789 8289.13 789 8136.85 789 3455.23 789 3104.75

790 790 5541.02 790 5543.13 790 8299.57 790 8147.09 790 3459.58 790 3108.66

791 791 5547.99 791 5550.10 791 8310.01 791 8157.33 791 3463.93 791 3112.57

792 792 5554.96 792 5557.07 792 8320.45 792 8167.58 792 3468.28 792 3116.48

793 793 5561.93 793 5564.04 793 8330.89 793 8177.82 793 3472.63 793 3120.39

794 794 5568.90 794 5571.01 794 8341.33 794 8188.07 794 3476.98 794 3124.30

795 795 5575.87 795 5577.98 795 8351.77 795 8198.31 795 3481.33 795 3128.21

796 796 5582.84 796 5584.95 796 8362.21 796 8208.55 796 3485.68 796 3132.12

797 797 5589.81 797 5591.92 797 8372.65 797 8218.80 797 3490.03 797 3136.03

798 798 5596.78 798 5598.89 798 8383.09 798 8229.04 798 3494.38 798 3139.94

799 799 5603.75 799 5605.86 799 8393.53 799 8239.29 799 3498.73 799 3143.85

800 800 5610.72 800 5612.83 800 8403.97 800 8249.53 800 3503.08 800 3147.76

801 801 5617.69 801 5619.80 801 8414.41 801 8259.77 801 3507.43 801 3151.67

802 802 5624.66 802 5626.77 802 8424.85 802 8270.02 802 3511.78 802 3155.58

803 803 5631.63 803 5633.74 803 8435.29 803 8280.26 803 3516.13 803 3159.49

804 804 5638.60 804 5640.71 804 8445.73 804 8290.51 804 3520.48 804 3163.40

805 805 5645.57 805 5647.68 805 8456.17 805 8300.75 805 3524.83 805 3167.31

806 806 5652.54 806 5654.65 806 8466.61 806 8311.00 806 3529.18 806 3171.22

807 807 5659.51 807 5661.62 807 8477.05 807 8321.24 807 3533.53 807 3175.13

808 808 5666.48 808 5668.59 808 8487.49 808 8331.48 808 3537.88 808 3179.04

809 809 5673.45 809 5675.56 809 8497.93 809 8341.73 809 3542.23 809 3182.95

810 810 5680.42 810 5682.53 810 8508.37 810 8351.97 810 3546.58 810 3186.86

811 811 5687.39 811 5689.50 811 8518.81 811 8362.22 811 3550.93 811 3190.77

812 812 5694.36 812 5696.47 812 8529.25 812 8372.46 812 3555.28 812 3194.68

813 813 5701.33 813 5703.44 813 8539.69 813 8382.70 813 3559.63 813 3198.59

814 814 5708.30 814 5710.41 814 8550.13 814 8392.95 814 3563.98 814 3202.50

815 815 5715.27 815 5717.38 815 8560.57 815 8403.19 815 3568.33 815 3206.41

816 816 5722.24 816 5724.35 816 8571.01 816 8413.44 816 3572.68 816 3210.32

817 817 5729.21 817 5731.32 817 8581.45 817 8423.68 817 3577.03 817 3214.23

818 818 5736.18 818 5738.29 818 8591.89 818 8433.92 818 3581.38 818 3218.14

819 819 5743.15 819 5745.26 819 8602.33 819 8444.17 819 3585.73 819 3222.05

820 820 5750.12 820 5752.23 820 8612.77 820 8454.41 820 3590.08 820 3225.96

821 821 5757.09 821 5759.20 821 8623.21 821 8464.66 821 3594.43 821 3229.87

822 822 5764.06 822 5766.17 822 8633.65 822 8474.90 822 3598.78 822 3233.78

823 823 5771.03 823 5773.14 823 8644.09 823 8485.15 823 3603.13 823 3237.69

824 824 5778.00 824 5780.11 824 8654.53 824 8495.39 824 3607.48 824 3241.60

825 825 5784.97 825 5787.08 825 8664.97 825 8505.63 825 3611.83 825 3245.51

826 826 5791.94 826 5794.05 826 8675.41 826 8515.88 826 3616.18 826 3249.42

827 827 5798.91 827 5801.02 827 8685.85 827 8526.12 827 3620.53 827 3253.33

828 828 5805.88 828 5807.99 828 8696.29 828 8536.37 828 3624.88 828 3257.24

829 829 5812.85 829 5814.96 829 8706.73 829 8546.61 829 3629.23 829 3261.15

830 830 5819.82 830 5821.93 830 8717.17 830 8556.85 830 3633.58 830 3265.06

831 831 5826.79 831 5828.90 831 8727.61 831 8567.10 831 3637.93 831 3268.97

832 832 5833.76 832 5835.87 832 8738.05 832 8577.34 832 3642.28 832 3272.88

833 833 5840.73 833 5842.84 833 8748.49 833 8587.59 833 3646.63 833 3276.79

834 834 5847.70 834 5849.81 834 8758.93 834 8597.83 834 3650.98 834 3280.70

835 835 5854.67 835 5856.78 835 8769.37 835 8608.07 835 3655.33 835 3284.61

836 836 5861.64 836 5863.75 836 8779.81 836 8618.32 836 3659.68 836 3288.52

837 837 5868.61 837 5870.72 837 8790.25 837 8628.56 837 3664.03 837 3292.43

838 838 5875.58 838 5877.69 838 8800.69 838 8638.81 838 3668.38 838 3296.34

839 839 5882.55 839 5884.66 839 8811.13 839 8649.05 839 3672.73 839 3300.25

840 840 5889.52 840 5891.63 840 8821.57 840 8659.30 840 3677.08 840 3304.16

841 841 5896.49 841 5898.60 841 8832.01 841 8669.54 841 3681.43 841 3308.07

842 842 5903.46 842 5905.57 842 8842.45 842 8679.78 842 3685.78 842 3311.98

843 843 5910.43 843 5912.54 843 8852.89 843 8690.03 843 3690.13 843 3315.89

844 844 5917.40 844 5919.51 844 8863.33 844 8700.27 844 3694.48 844 3319.80

845 845 5924.37 845 5926.48 845 8873.77 845 8710.52 845 3698.83 845 3323.71

846 846 5931.34 846 5933.45 846 8884.21 846 8720.76 846 3703.18 846 3327.62

847 847 5938.31 847 5940.42 847 8894.65 847 8731.00 847 3707.53 847 3331.53

848 848 5945.28 848 5947.39 848 8905.09 848 8741.25 848 3711.88 848 3335.44

849 849 5952.25 849 5954.36 849 8915.53 849 8751.49 849 3716.23 849 3339.35

850 850 5959.22 850 5961.33 850 8925.97 850 8761.74 850 3720.58 850 3343.26

Chennuru Toilets

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