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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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
1x2 2 24.75 3.00 0.25 37.13 cft1x2 2 24.38 2.625 0.25 31.99 cft1x2 2 24.00 2.25 0.25 27.00 cft1x2 2 23.63 1.875 0.25 22.15 cft1x2 2 23.25 1.50 0.25 17.44 cft1x2 2 22.88 1.125 3.25 167.27 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
1x4 4 3.375 3.00 0.25 10.13 cft1x4 4 3.00 2.625 0.25 7.88 cft1x4 4 2.625 2.25 0.25 5.91 cft1x4 4 2.25 1.875 0.25 4.22 cft1x4 4 1.875 1.50 0.25 2.81 cft1x4 4 1.50 1.125 3.75 25.31 cft
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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