unit lab rmsa

8/11/2019 Unit Lab Rmsa

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S.

N.

Qty Rate Unit Premi

um%

Total

rate1

54.45 1108.10%cum 425 58.18

2

18.15 343.40

%

cum 370 16.143

26.13 100.00 cum - 100.004

13.01 403.10 cum 450 2217.05

5

ABSTRACT OF COST OF LAB/COMPUTER ROOM SIZE 26'-3"X21'-0" W6'-0" VARANDAH RMSA 2012-13

Earth filling under floors with surplus soilexcavated from foundation and taken only fromoutside the building plinth in 15 cm layer including ramming watering and consolidating

lead upto 30 metres. (HSR 6.13a)

Description of Item

Earth work in excavation in foundations,trenches etc. in all kinds of soil not exceeding 2meter depth including dressing of bottom andsides of trenches, stacking the excavated soil,clear from the edge of excavation and subsequentfilling around masonry, in 15cm layers with

compaction, including disposal of all surplus soil,as directed within a lead of 30 metres. (HSR 6.6)

Cement concrete 1:1.5:3 with stone aggregate 20mm nominal size for reinforced concrete work for walls exceeding 20cm thickness (straight andcurved) beams girders stairs columns (square

Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and

plinth.(HSR10.39)

Earth filling under floors from all leads and liftsincluding ramming watering and consolidatingcomplete. [N.S]


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curved) beams girders stairs columns (square

103.53 5.40 sqmtr 500 32.409

30.55 393.45 cum 600 2754.15

1.59 461.40 cum 600 3229.80

11

18.00 414.45 cum 600 2901.1512

4.17 482.40 cum 600 3376.8013

3.68 12.40 cum 600 86.8014

First class brick work laid in cement sand mortar 1:6 in foundation and plinth. [HSR 11.2]

8

Note: In case the inclination of the R.C.C slab ismore than 25 degree, the labour as well asthrough rate of item No. 9.1 shall be increased by10 percent and nothing extra shall be paid for lesser inclination.

Centring and shuttering for flat surfaces such assuspended floors, roofs, landings, chhajjas,shelves etc. inclination not exceeding 25 degree

with horizontal.

Extra for smooth shuttering

[HSR 9.1+ Note]

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth +

10 First class brick work laid in cement sand mortar 1:3 in foundation and plinth (HSR 11.5)

Verndha pillar

First class brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinthlevel.[HSR-11.10]

First class brick work laid in cement sand mortar 1:6 in 1 st storey upto 4 meters above plinth level(HSR 11.7)

Extra for brick work in Square or Rectangular

pillars in buildings.(HSR11.42)


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17

70.44 52.95 sqmtr 600 370.6518

4 105.00 each - 105.0019

4 12.30 each 240 41.8220

4 64.30 each 240 218.6221

65.87 36.95 sqmtr 400 184.7522

113.64 28.15 mtr - 28.1523

Bottom Khurra on ground 1.2 m x 0.6 mconsisting of brick on edge laid in cement mortar

1:3 over 75 mm cement concrete 1:8:16 including12 mm thick cement plaster 1:3. (HSR 13.57)

Providing and fixing P.V.C rain water pipe100mm dia 4 feet long on parapet in cement

mortar 1:3 in parapet complete in all respect, as per direction of Engineer-in-charge. [N.S]

Terracing consisting of tiles 22.86 cm x 11.43 cmx 3.81 cm laid over 87.50 mm mud filling on alayer of 25mm mud plaster and an other layer of

mud mortar for laying the tiles, including twocoats of bitumen laid hot at 1.65 Kg. per sqm onthe top of R.C.C slab including grouting withcement sand mortar 1:3 and top surface to be leftclean etc. HSR-13.13

Top Khurra 0.6mx0.6m. For rain water pipe in25mm thick cement concrete 1:2:4 over 50mmthick cement concrete 1:8:16. (HSR-13.50)

Providing and fixing asbestos strips 40x6mm size

in floor including cutting to size complete and tothe entire satisfaction of Engineer-In-Charge.(NS)

Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1)

Conglomerate floor 50 mm thick cement concrete


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108.47 13.10 sqmtr 500 78.6029

101.83 9.25 sqmtr 500 55.5030

9.72 14.90 sqmtr 500 89.4031

22.17 30.70 sqmtr 500 184.2032

28.35 2.95 sqmtr 230 9.7433

28.35 9.40 sqmtr 230 31.0234

165.28 1.80 sqmtr 230 5.9435

307.19 50.00 kg - 50.00

36 1.44 650.00 sqmtr - 650.00Providing and fixing sliding bolt with nuts andscrews etc. complete- (HSR 17.83)) I

Painting two coats excluding priming coat withsynthetic enamel paint in all shades on new woodwork or plastered or concrete surface to given aneven shade (HSR 16.3).

Applying primer coat with metal primer on newsteel or iron work including preparation of surface. (HSR 16.9)

(HSR 15.12)

White washing two coats + two coats of color wash. (HSR 16.47+16.50)

37

Cement pointing 1:3 deep varity on brick and tilework. (HSR 15.61)

Fiber sheet in ventilators (NS)

6 mm thick cement plaster 1:3 with floating coatof neat cement 1.5mm thick and one coat of white washing on bearing of RCC slab.(HSR 15.83)20 mm thick cement plaster damp proof course1:3 with two coats of bitumen at 1.65 Kg per sqm. Laid hot and sanded (HSR 15.77a)Vertical D.P.C

Steel door with 40x40x6mm angle for doors and35x35x5mm angle for windows, 30x5 mm bracedstrips and 2 mm thick sheet. (N.S)


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39

10.67 71.55 mtr 500 429.30

58.69 58.60 mtr 500 351.6040

33.61 5.35 mtr 240 18.1941

16.48 917.05 qtl 500 5502.3042

(b)76mm x 38mm with 35 mm rebate

Fe-500 EQR TMT steel bars for bars RCC,works, where not including in the complete rateof RCC including bending, binding and placingin position complete. (HSR 18.22)

(a) 89mmx50mm with 40mm rebate

Pressed steel sheet frames (Chowkhat), consistingof 2 mm thick steel sheet of the specified section,including iron lugs (hold fasts), iron hinges,

conforming to PWD specifications, including bolts for fixing stops, locknotch provision for receiving tower bolts, and finished with one coatof ready-mixed paint red lead non-setting primer,of approved quality, fixed in position includingthe cost of cement concrete 1:3:6 for filling in theframe and cement concrete 1:3:6 for lugs

complete:- (HSR 18.34)

Cement concrete 1:2:4 gola 10cmx10cm quadrantalong junction of roof with parapet wall finishedsmooth, whrer specially specified. (HSR 13.64)

Wrought iron and mild steel using angles flats,square, bars, tees and channels) ladders, grills,grating frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc.including cost of screws and welded rods or bolts


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7/28


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3354

84139

5135

52221

14081

319


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26109

420

167

874

12169

3199


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8526

5652

869

4084

276

879

982

15360

936


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4581

20635

611

90678


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2436

3149

54214516000

55814555815

50233115070

51740051740

569140


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Sr.No No. L B H Qty.

1x1 1 31.50 3.50 3.25 358.31 cft1x1 1 31.50 4.50 3.25 460.69 cft1x2 2 17.75 4.50 3.25 519.19 cft1x2 2 2.125 3.50 3.25 48.34 cft1x4 4 4.00 4.00 3.25 208.00 cft1x3 3 5.00 1.50 2.00 45.00 cft1x4 4 1.125 4.00 3.25 58.50 cft1x2 2 33.75 1.50 1.50 151.88 cft1x1 1 33.00 1.50 1.50 74.25 cft

1924.16 cft54.45 cum

DETAIL ESTIMATE FOR LAB/COMPUTER OF SIZE (26'-3"X 21'-0") WITH 6'-0"VERANDAH RMSA 2012-13

2

Description of Item

Centre wall W2

1 Earth work in excavation infoundations, trenches etc. in allkinds of soil not exceeding 2 meter depth including dressing of bottomand sides of trenches, stacking theexcavated soil, clear from the edgeof excavation and subsequent fillingaround masonry, in 15cm layers

with compaction, including disposalof all surplus soil, as directed withina lead of 30 metres. (HSR 6.6)

Horizontal back wall W3

Room side wall vertical W2

Front veranda PillarVeranda side wall W3

Front Toe Wall

Plinth Protection Toe WallBack pillars

Earth filling under floors withsurplus soil excavated fromfoundation and taken only from

id h b ildi li h i 15


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1x1 1 30.00 27.00 0.375 303.75 cft

8.60 cum

1x3 3 27.75 0.75 62.44 sft1x2 2 21.00 0.75 31.50 sft1x2 2 6.75 0.75 10.13 sft1x4 4 1.125 1.125 5.06 sft

109.1310.14 Sqm

Note: In case the inclination of theR.C.C slab is more than 25 degree,the labour as well as through rate of

Roof Slab

Cement concrete 1:1.5:3 with stoneaggregate 20 mm nominal size for reinforced concrete work in slabswith inclination not exceeding 25

degrees with horizontal excludingsteel reinforcement but includingcentering and shuttering laid in

position complete in allrespects.(HSR 10.82+10.95a)

Back pillars

Centring and shuttering for flatsurfaces such as suspended floors,roofs, landings, chhajjas, shelvesetc. inclination not exceeding 25

degree with horizontal.

8

6

2 coats of bitumen 20/30 penetration at 1.65 kg. per sqm. On plinth beam laid hot and sanded(NS)Horizontal wall of room Back,Room side wallVerndha wall

7


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1x1 1 24.375 2.625 0.25 16.00 cft1x1 1 24.75 2.25 0.25 13.92 cft1x1 1 25.13 1.875 0.25 11.78 cft1x1 1 25.50 1.50 0.25 9.56 cft1x1 1 25.88 1.125 3.75 109.16 cft1x1 1 26.25 0.75 0.25 4.92 cft

1x2 2 25.125 3.375 0.25 42.40 cft


VIIIth step 1x2 2 22.50 1.125 0.25 12.66 cft

1x1 1 28.875 3.375 0.25 24.36 cft1x1 1 28.50 3.00 0.25 21.38 cft1x1 1 28.125 2.625 0.25 18.46 cft1x1 1 27.75 2.25 0.25 15.61 cft1x1 1 27.375 1.875 0.25 12.83 cft1x1 1 27.00 1.50 0.25 10.13 cft1x1 1 26.625 1.125 3.25 97.35 cft

VIIIth ste1x1 1 26.25 0.75 0.25 4.92 cft

1x2 2 3.375 2.625 0.25 4.43 cft1x2 2 3.75 2.25 0.25 4.22 cft

VIth stepVth step

VIIth step

Vth step

IVth step

Vth stepIVth step

9

Varanda side wall W3

IInd stepIIIrd step

VIIth step

IInd step1st ste

IIIrd stepIInd step

IIIrd step

VIth step

Centre wall W2

Side wall W21st ste

1st steIInd step

VIth step

1st

ste

Back wall W3

First class brick work laid in cementsand mortar 1:6 in foundation and

plinth. [HSR 11.2]

IVth step


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1x4 4 1.125 1.50 0.25 1.69 cft1x4 4 1.125 1.125 3.75 18.98 cft

1078.78 cft30.55 cum


56.25 cft1.59 cum

1x2 2 27.75 0.75 10.00 416.251x2 2 21.00 0.75 10.00 315.001x2 2 5.25 0.75 10.00 78.751x3 3 7.875 0.75 5.00 88.59

898.59 cft25.45 cum

1x2 2 3.75 0.75 6.75 37.971x2 2 5.00 0.75 4.25 31.881x2 2 1.75 0.75 4.25 11.16

Vth step

IInd step

H.Wall of Room- Back & Centre

Deduction

Side wall of Room

Front wall above Arch Portion

VIth step

Door D

Vth step

Middle window W2

11

Side wall of verndha

First class brick work laid in cementsand mortar 1:6 in 1st storey upto 4meters above plinth level (HSR

11.7)

Window [Back] W1

10

1st stepVerndha pillar

VIth step

First class brick work laid in cementsand mortar 1:3 in foundation and

plinth (HSR 11.5)

IIIrd stepIVth step


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147.09 cft

4.17 cum

130.00 cft3.68 cum

1x2 2 27.75 0.75 1.50 62.441x2 2 28.875 0.75 1.50 64.97

127.41 cft

1x2 2 27.75 0.375 0.375 7.801x2 2 28.875 0.375 0.375 8.12

15.93 cft111.48 cft

3.16 cum

1x3 3 10.125 0.75 0.75 17.09 cft0.48 cumFront Arches

B/F qty. item No.13 i.e. Pillar

Extra for brick work in archesincluding cost of Shuttering. (HSR 11.44 b)

(b) More than 1.50 meters, but upto3 meters span.

Net Quantity

15

14 First class brick work laid in cementsand mortar 1:6 in first storey upto4 meters above plinth + extra for

additional storey upto 4 metresabove the top of structural roof of Parapet H. wall

Side wall

DeductionRoof portion

13 Extra for brick work in Square or Rectangular pillars in

buildings.(HSR11.42)


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1x1 1 26.25 28.875 757.97 sft

70.44 Sqm18

1x4 4 nos

19

1x4 4 nos

17

Top Khurra 0.6mx0.6m. For rainwater pipe in 25mm thick cementconcrete 1:2:4 over 50mm thickcement concrete 1:8:16. (HSR-

13.50)

20

Tile terracing

Bottom Khurra on ground 1.2 m x0 6 m consisting of brick on edge

Terracing consisting of tiles 22.86cm x 11.43 cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25mm mud plaster and an other

layer of mud mortar for laying thetiles, including two coats of bitumen laid hot at 1.65 Kg. per sqm on the top of R.C.C slabincluding grouting with cementsand mortar 1:3 and top surface to

be left clean etc. (HSR-13.13)

Providing and fixing P.V.C rainwater pipe 100mm dia 4 feet longon parapet in cement mortar 1:3 in

parapet complete in all respect, as

per direction of Engineer-in-charge.[N.S]


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Providing and fixing asbestos strips40x6mm size in floor includingcutting to size complete and to theentire satisfaction of Engineer-In-

Charge. (NS) 1x5 5 26.25 131.25 rft1x7 7 21.00 147.00 rft

1x2 2 26.25 52.50 rft1x7 7 6.00 42.00 rft

372.75 rft113.64 Rmt

23

1x1 1 26.25 21.00 551.25 sft

1x1 1 26.25 6.00 157.50 sft1x2 2 3.75 0.75 5.63 sft1x3 3 7.875 0.75 17.72 sft

732.09 sft68.04 sqm

18 mm thick grey polished skirtingor dado consisting of bottom layer of 15 mm thick cement sand plaster 1:3 and finished with 3 mm thick topping of neat cement rubbed and

polished including rounding off junction with floors. (HSR 14.18)

1x3 3 26 25 0 333 26 22 sftH Room

24

Door D

Room

Conglomerate floor 50 mm thick cement concrete topping 1:2:4(HSR 14.10)

VerticalHorizontal

Vertical

Verndha

Verndha

22

Room Horizontal

Verandah Opening


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1x2 2 5.00 4.25 42.50 sftCentral window 1x2 2 1.75 4.25 14.88 sft

1x1 1 6.00 6.75 40.50 sft1x1 1 4.75 5.63 26.74 sft

3 2/3 7.875 0.75 11.87 sft1x3 3 3.0 2.0 18.00 sft

205.11 sft1167.12 sft108.47 sqm

1x2 2 30.375 11.50 698.63 sft1x1 1 27.75 11.50 319.13 sft1x1 1 27.75 7.50 208.13 sft

1225.88 sft

1x1 1 6.00 6.75 40.50 sft1x1 1 4.75 5.625 26.72 sft1x2 2 5.00 4.50 45.00 sft1x3 3 3.00 2.00 18.00 sft

130.22 sft1095.66 sft101.83 sqm

jali (4.75+1.5)

6 mm thick cement plaster 1:3 withfloating coat of neat cement 1.5mmthick and one coat of white washing

b i g f RCC l b

Back jail

ventilator

DeductionOpening

Horizontal wallFront wall

Back side window

Arch Portion

Net Total

Window

29

30

Ventilator

Cement pointing 1:3 deep varity on

brick and tile work. (HSR 15.61)

OpeningDeduction

Vertical wall


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2x2.2 4.5 3.75 6.75 113.91 sft2x2.2 4.5 5.00 4.25 95.63 sft2x2.2 4.5 1.75 4.25 33.47 sft2x4 8 3.00 2.00 48.00 sft2x2 4 1.75 2.00 14.00 sft

305.00 sft28.35 sqm

28.35 sqm

13.99sqmtr

42.82 sqmt108.47 sqmt

165.28 sqm

33

34

B/F qty. item No. 28

White washing two coats + twocoats of color wash. (HSR 16.47+16.50)

Steel door with 40x40x6mm anglefor doors and 35x35x5mm angle for

Applying primer coat with metal primer on new steel or iron work including preparation of surface.(HSR 16.9)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new woodwork or plastered or concretesurface to given an even shade(HSR 16.3).B/F qty. item No. 33

B/F qty. item No. 27 (lintel beam )

B/F qty. item No. 29

V2

DW1W2V1

35

32


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1x2 22(1.75+

2) 15.00 rft1x4 4 2.666 10.66 rft1x2 2 1.416 2.83 rft

1x1 12(2.5+6

) 17.00 rft192.50 rft58.69 mtr

1x2 2 26.25 52.50 rft1x2 2 28.875 57.75 rft

110.25 rft33.61 rmtr

41

16.48 Qtl

Ventilator V1 ( Horizontal)

As per design detailed

V2 ( vertical) Cub board

Wrought iron and mild steel usingangles flats, square, bars, tees andchannels) ladders, grills, grating

frames, window guards, iron doorsopen able or fixed stair case or

parapet or any other type of railing,t d t d t i l di

Cement concrete 1:2:4 gola10cmx10cm quadrant along

junction of roof with parapet wallfinished smooth, whrer specially

specified. (HSR 13.64)

40

42

Fe-500 EQR TMT steel bars for bars RCC, works, where notincluding in the complete rate of

RCC including bending, bindingand placing in position complete.(HSR 18.22)

V2


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43

2 No

44

1 No.

1x2 2 0.375 6.00 4.50 Sft1x2 2 0.375 2.50 1.88 Sft

6.38 Sft0.59

sqm

46

101.83 sqm

Providing teaching chalk boardswith dark green pigment mixed withneat cement on 12 mm thick cementsand plaster 1:3 with core belling allaround of size cement 6 X 4.5complete as per design and

providing marble stone at the bottom of size 1'-0"x9" for keepingduster chalk etc. [N.S]

45

Finishing walls with exteriordecorative cement based paint suchas snowcem, Robbincem etc. on

new work , two coats to give aneven shade (HSR 16.61)

11.43 cm. thick brick wall laid incement sand mortar 1:4 insuperstructure. (HSR 11.48a)

Painting for logo, new letters andfigures of any shade with syntheticenamel black or any other approvedcolour to give an even shade.Size 6 X2 (N.S)


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Sr. No. Description Shape of Bars Dia of Bars CuttingLength

No.

8 tor 10 tor 12 tor 16 tor 20 tor

1 Roof Beam B1Bottom Bar 1,3 20 30.875 2 x 2 123.50Top Bar 6 20 9.75 2 x 1 19.50Crank 2 20 34.375 2 x 1 68.75Ring 6" c/c 8 4.25 2 x 63 535.50Top Bars 4, 5 20 30.875 2 x 2 123.50

2 Ver. Beam B2(Hor.)Bottom Bar 1,2,3 16 28.25 1 x 3 84.75Top Bars 4, 5 12 28.25 1 x 2 56.50Ring 9" c/c 8 3.25 1x 37 120.25

3 Lintel Beam B2(Ver.)Bottom Bar 1,2,3 16 8.50 2 x 3 51.00Top Bars 4, 5 12 8.50 2 x 2 34.00Ring 9" c/c 8 3.50 2 x 9 63.00

4 Lintel Beam B3(Hor.)top & bottom 1 to 4 12 31.75 2 x 4 254.00Ring 9" c/c 8 3.00 2 x 37 222.00

5 Lintel Beam B3(Ver.)top & bottom 1 to 4 12 35.00 2 x 4 280.00

Ring 9" c/c 8 3.0 2 x 42 252.006 Plinth beams 12 31.25 3 x 4 375.00Ring 9" c/c 8 3.0 3 x 37 333.00

12 35.0 2 x 4 280.00Ring 9" c/c 8 3.0 2 x 39 234.00

7 Bed plates 12 2.50 6 x 4 60.0012 1.875 2 x 4 15.0012 1.50 2 x 4 12.00

Ring 6" c/c 8 2.50 23 57.50

STEEL CALCULATION OF LAB/COMPUTER ROOM 26'-3"X21'-0" WITH 6'-0" VERANDAH

Total Cutting Length


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unit lab rmsa

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