SCHEDULE OF MEASURMEMENT

N.O.W: Const. of toilet block (12 seats, 1 CWSN, 12 urinals)

S.No Code Description no. No. Measurment Qty. Unit

L B H

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means

1 2.6 over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) no. No. L(m) B(m) H/T(m)
including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.
2.6.1 All kinds of soil (building)
septic tank 1X1 1 8.38 4.38 2.50 91.76 Cum.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means

2 2.8
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), no. No. L(m) B(m) H/T(m)
including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting
out the excavated soil and disposal of surplus excavated soil as directed, within a lead
of 50 m.
2.8.1 all kinds of soil (building)
Footings
Footing F-1 1X14 14 1.2 0.80 1.60 21.5
Footing F-2 1X13 13 1.2 1.20 1.60 29.95
Combined Footing - CF 1X1 1 2.40 1.2 1.60 4.61
Walls
230 mm Thick Wall
Long Wall 1X3 3 9.07 1.00 1.00 27.21
Short Wall 1X4 4 2.50 1.00 1.00 10.00
115 mm Thick Wall
Long Wall 1X1 1 9.07 1.00 1.00 9.07
Short Wall 1X3 3 2.50 1.00 1.00 7.5
Remaining Wall 1X1 1 4.32 1.00 1.00 4.32
1x1 1 3.00 2.00 2.00 12
Total 126.16 Cum
Excavating trenches of required width for pipes, cables, etc including excavation for
sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including
getting out the excavated soil, and then returning the soil as required, in layers not
3 2.10 exceeding 20 cm in depth, including consolidating each deposited layer by ramming, no. No. L(m) B(m) H/T(m)
watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m
:

2.10.1 all kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
for sewer line 1X1 1 20.00 20.00 Mtr

Filling available excavated earth (excluding rock) in trenches, plinth, sides of

4 2.25 foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited no. No. L(m) B(m) H/T(m)
layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
The Quantity is Given by Total Excavation- Total R.C.C. and Brickwork Upto plinth Level (114.16-19.81-62.87) 43.48 Cum
i.e. = DSR No . ( 2.8 -5.1-6.1)
5 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated no. No. L(m) B(m) H/T(m)
or stacked materials.
2.26.1 All kinds of soil
Quantity is same as the quantity
septic tank 91.76 Cum
of the Excavation from Septic Tank

6 4.1 Providing and laying in position cement concrete of specified grade excluding the cost no. No. L(m) B(m) H/T(m)
of centering and shuttering - All work up to plinth level :
4.1.3B "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal
size).
Septic Tank 1X1 1 7.00 3.0 0.10 2.10 Cum

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone

aggregate 40 mm nominal size)
Footings
Footing F-1 1X14 14 1.2 0.80 0.10 1.34
Footing F-2 1X13 13 1.2 1.20 0.10 1.87
Combined Footing - CF 1X1 1 2.40 1.2 0.10 0.29
Walls
230 mm Thick Wall
Long Wall 1X3 3 9.07 1.00 0.10 2.72
Short Wall 1X4 4 2.50 1.00 0.10 1.00
115 mm Thick Wall
Long Wall 1X1 1 9.07 1.00 0.10 0.91
Short Wall 1X3 3 2.50 1.00 0.10 0.75
Remaining Wall 1X1 1 4.32 1.00 0.10 0.43
Total 9.31 Cum

4.1.10B 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal no. No. L(m) B(m) H/T(m)
size).
Septic Tank 1X1 1 8.38 4.4 0.15 5.51 Cum

Providing and laying in position specified grade of reinforced cement concrete,

7 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to no. No. L(m) B(m) H/T(m)
plinth level :
5.1.2B 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm
nominal size).
Rectangular Base Part Footings
Footing F-1 1X14 14 1.00 0.70 0.25 2.45
 Footing F-2 1X13 13 1.00 1.00 0.25 3.25
Combined Footing - CF 1X1 1 2.20 1.00 0.25 0.55
Traepazoidal Part Footings
Footing F-1 L(M) B(M) Area(Sq.m.)
Top Area A1 1X14 14 0.50 0.67 4.69
Bottom Area A2 1X14 14 1.00 0.70 9.80
Height of Traepazoidal Part(H) = 0.25 m
Qty of Concrete = H/3 X( A1+A2+√(A1X A2) 1.77
Traepazoidal Part Footings
Footing F-2 L(M) B(M) Area(Sq.m.)
Top Area A1 1X13 13 0.50 0.50 3.25
Bottom Area A2 1X13 13 1.00 1.00 13.00
Height of Traepazoidal Part(H) = 0.25 m
Qty of Concrete = H/3 X( A1+A2+√(A1X A2) 1.90
Traepazoidal Part Footings
Combined Footing - CF L(M) B(M) Area(Sq.m.)
Top Area A1 1X1 1 2.20 1.00 2.20
Bottom Area A2 1X1 1 1.70 0.50 0.85
Height of Traepazoidal Part(H) = 0.25 m
Qty of Concrete = H/3 X( A1+A2+√(A1X A2) 0.37
Columns Up to Plinth Levels L(m) B(m) H/T(m)
Columns C 1X29 29 0.23 0.23 1.30 1.99
Plinth Beams
PB-1 1X4 4 2.63 0.23 0.30 0.73
PB-2 1X12 12 2.75 0.23 0.30 2.28
PB-3 1X4 4 2.18 0.23 0.30 0.6
PB-4 1X4 4 3.22 0.23 0.30 0.89
PB-5 1X4 4 1.62 0.23 0.30 0.45
PB-6 1X1 1 1.20 0.23 0.30 0.08
PB-7 1X3 3 2.82 0.23 0.30 0.58
PB-8 1X3 3 2.93 0.23 0.30 0.61
PB-9 1X11 11 1.73 0.23 0.30 1.31
Total 19.81 Cum

Reinforced cement concrete work in walls (any thickness), including attached pilasters,
8 5.2 buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts no. No. L(m) B(m) H/T(m)
and struts etc. above plinth level up to floor five level, excluding cost of centering,
shuttering, finishing and reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm
nominal size).
Coloums above plinth beams
Columns C 1X29 29 0.23 0.23 3.20 4.91 Cum

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to
9 5.3B
15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases no. No. L(m) B(m) H/T(m)
and spiral stair cases above plinth level up to floor five level, excluding the cost of
centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse
sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
Beams
B-1 1X4 4 2.63 0.23 0.30 0.73
B-2 1X12 12 2.75 0.23 0.30 2.28
B-3 1X4 4 2.18 0.23 0.30 0.6
B-4 1X4 4 3.22 0.23 0.30 0.89
B-5 1X4 4 1.62 0.23 0.30 0.45
B-6 1X1 1 1.20 0.23 0.30 0.08
B-7 1X3 3 2.82 0.23 0.30 0.58
B-8 1X3 3 2.93 0.23 0.30 0.61
B-9 1X11 11 1.73 0.23 0.30 1.31

Slabs 1X1 1 18.00 8 0.15 21.6

Total 29.13 Cum

10 5.9 Centering and shuttering including strutting, propping etc. and removal of form for all no. No. L(m) B(m) H/T(m)
heights :
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
Rectangular Base Part Footings
Footing F-1 2X14 28 1.00 0.25 7.00
2X14 28 0.70 0.25 4.90
Footing F-2 2X13 26 1.00 0.25 6.50
2X13 26 1.00 0.25 6.50
Combined Footing - CF 2X1 2 2.20 0.25 1.10
2X1 2 1.00 0.25 0.50
Traepazoidal Part Footings
Footing F-1 L1 L2 H
Smaller Face 2X14 28 0.70 0.67 0.25 4.80
Larger Face 2X14 28 1.00 0.50 0.25 5.25
Traepazoidal Part Footings
Footing F-2 L1 L2 H
Smaller Face 2X13 26 1.00 0.50 0.25 4.88
Larger Face 2X13 26 1.00 0.50 0.25 4.88
Traepazoidal Part Footings
Combined Footing - CF L1 L2 H
Smaller Face 2X1 2 2.20 1.70 0.25 0.98
 Larger Face 2X1 2 1.00 0.50 0.25 0.38

Columns Up to Plinth Levels L(m) B(m) H/T(m)

Columns C 4X28 112 0.23 1.30 33.49
Total 81.16 Sq.m.

5.9.3 Suspended floors, roofs, landings, balconies and access platform no. No. L(m) B(m) H/T(m)
Roof slabs
Between B1-B1-B5-B5 1X1 1 2.4 1.4 3.36
Between B2-B2-B5-B5 1X2 2 2.52 1.4 7.06
Between B3-B3-B5-B6-B7 1X1 1 1.95 2.59 5.05
Between B4-B4-B7-B7 1X1 1 3.00 2.59 7.77
Between B2-B2-B7-B7 1X1 1 2.52 2.7 6.80
Between B1-B1-B8-B8 1X1 1 2.4 2.7 6.48
Between B2-B2-B8-B8 1X1 1 2.52 2.7 6.80
Between B2-B2-B8-B6-B9 1X1 1 2.52 2.7 6.80
Between B3-B3-B9-B9 1X2 2 1.95 1.5 5.85
Between B4-B4-B9-B9 1X2 2 3.00 1.5 9.00
Between B2-B2-B9-B9 1X4 4 2.52 1.5 15.12
Between B1-B1-B9-B9 1X1 1 2.4 1.5 3.60
Outer Part
Long Part 2X1 2 18 0.75 27.00
Short Part 2X1 2 8 0.75 12.00
Outer Periphery Long Part 2X1 2 18 0.15 5.40
Outer Periphery Short Part 2X1 2 8 0.15 2.40
Total 130.49 Sq.m.
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
Plinth Beams no. No. L(m) B(m) H/T(m)

PB-1 2X4 8 2.63 0.30 6.31

PB-2 2X12 24 2.75 0.30 19.80
PB-3 2X4 8 2.18 0.30 5.23
PB-4 2X4 8 3.22 0.30 7.73
PB-5 2X4 8 1.62 0.30 3.89
PB-6 2X1 2 1.20 0.30 0.72
PB-7 2X3 6 2.82 0.30 5.08
PB-8 2X3 6 2.93 0.30 5.27
PB-9 2X11 22 1.73 0.30 11.42

Roof Beams
B-1 Side 2X4 8 2.63 0.30 6.31
B-1 Base 1X4 4 2.63 0.23 2.42
B-2 Side 2X12 24 2.75 0.30 19.80
B-2 Base 1X12 12 2.75 0.23 7.59
B-3 Side 2X4 8 2.18 0.30 5.23
B-3 Base 1X4 4 2.18 0.23 2.01
B-4 Side 2X4 8 3.22 0.30 7.73
B-4 Base 1X4 4 3.22 0.23 2.96
B-5 Side 2X4 8 1.62 0.30 3.89
B-5 Base 1X4 4 1.62 0.23 1.49
B-6 Side 2X1 2 1.20 0.30 0.72
B-6 Base 1X1 1 1.20 0.23 0.28
B-7 Side 2X3 6 2.82 0.30 5.08
B-7 Base 1X3 3 2.82 0.23 1.95
B-8 Side 2X3 6 2.93 0.30 5.27
B-8 Base 1X3 3 2.93 0.23 2.02
B-9 Side 2X11 22 1.73 0.30 11.42
B-9 Base 1X11 11 1.73 0.23 4.38
Total 156.00 Sq.m.
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
Columns Up to Roof Level no. No. L(m) B(m) H/T(m)
Columns C 4X28 112 0.23 3.20 82.43 Sq.m.

11 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in no. No. L(m) B(m) H/T(m)
position and binding all complete upto plinth leveL
5.22.6 Thermo-Mechanically Treated bars UPTO PLINTH
Total R.C.C. Up to Plinth Level in Cum=
Steel is Provided @ 125 Kg./ Cum of R.C.C.
Total 2476.25 Kg.
12 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in no. No. L(m) B(m) H/T(m)
position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars ABOVE PLINTH
Total R.C.C. Up to Plinth Level in Cum=
Steel is Provided @ 125 Kg./ Cum of R.C.C.
Total 4255 Kg.
13 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 no. No. L(m) B(m) H/T(m)
in foundation and plinth in:
6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
Brickwork First Course
230 mm Thick Wall
Long Wall 1X3 3 14.89 0.80 0.15 5.360
 Short Wall 1X4 4 4.44 0.80 0.15 2.130
Additional Walls 1X2 2 1.50 0.80 0.15 0.360
115 mm Thick Wall
Long Wall 1X1 1 14.89 0.80 0.15 1.790
Short Wall 1X3 3 4.44 0.80 0.15 1.600
Remaining Wall 1X1 1 5.82 0.80 0.15 0.700
Brickwork Second Course
230 mm Thick Wall
Long Wall 1X3 3 14.89 0.69 0.15 4.620
Short Wall 1X4 4 4.44 0.69 0.15 1.840
Additional Walls 1X2 2 1.50 0.69 0.15 0.310
115 mm Thick Wall
Long Wall 1X1 1 14.89 0.69 0.15 1.540
Short Wall 1X3 3 4.44 0.69 0.15 1.380
Remaining Wall 1X1 1 6.68 0.69 0.15 0.690
Brickwork Third Course
230 mm Thick Wall
Long Wall 1X3 3 14.89 0.58 0.15 3.850
Short Wall 1X4 4 4.44 0.58 0.15 1.530
Additional Walls 1X2 2 1.50 0.58 0.15 0.260
115 mm Thick Wall
Long Wall 1X1 1 14.89 0.58 0.15 1.280
Short Wall 1X3 3 4.44 0.58 0.15 1.150
Remaining Wall 1X1 1 7.54 0.58 0.15 0.650
Brickwork Fourth Course
230 mm Thick Wall
Long Wall 1X3 3 14.89 0.46 0.15 3.080
Short Wall 1X4 4 4.44 0.46 0.15 1.230
Additional Walls 1X2 2 1.50 0.46 0.15 0.210
115 mm Thick Wall
Long Wall 1X1 1 14.89 0.46 0.15 1.030
Short Wall 1X3 3 4.44 0.46 0.15 0.920
Remaining Wall 1X1 1 8.40 0.46 0.15 0.580
Brickwork Fifth Course
230 mm Thick Wall
Long Wall 1X3 3 14.89 0.35 0.15 2.310
Short Wall 1X4 4 4.44 0.35 0.15 0.920
Additional Walls 1X2 2 1.50 0.35 0.15 0.160
115 mm Thick Wall
Long Wall 1X1 1 14.89 0.35 0.15 0.770
Short Wall 1X3 3 4.44 0.35 0.15 0.690
Remaining Wall 1X1 1 9.27 0.35 0.15 0.480
Brickwork Sixth Course
230 mm Thick Wall
Long Wall 1X3 3 14.89 0.23 0.45 4.620
Short Wall 1X4 4 4.44 0.23 0.45 1.840
Additional Walls 1X2 2 1.50 0.23 0.45 0.310
115 mm Thick Wall
Long Wall 1X1 1 14.89 0.23 0.45 1.540
Short Wall 1X3 3 4.44 0.23 0.45 1.380
Remaining Wall 1X1 1 10.13 0.23 0.45 1.050
Steps at Entry
First Step 1X2 2 1.20 1.00 0.15 0.360
Second Step 1X2 2 1.20 0.66 0.15 0.240
Third Step 1X2 2 1.20 0.33 0.15 0.120
Ramp at Entry 1X1 1 1.50 1.00 0.45 0.340

For Septic Tank

First Course 1X1 1 22.76 0.69 0.30 4.710
Second Course 1X1 1 22.76 0.58 0.30 3.930
Third Course 1X1 1 22.76 0.46 0.30 3.140
Forth Course 1X1 1 22.76 0.35 1.70 6.670

Middle Wall 1X1 1 3.00 0.35 2.20 1.140

Total 62.87 Cum.
14 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 no. No. L(m) B(m) H/T(m)
in superstructure above plinth level up to floor V level in all shapes and sizes in :
6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
BrickWork
230 mm Thick Long Wall 1X3 3 14.89 0.230 3.20 32.88

1X4 4 4.44 0.230 3.20 13.07

230 mm Thick Short Wall
Additional Walls 1X2 2 1.5 0.23 3.20 2.21
Deductions
Door-D 1X2 2 2.5 0.23 2.1 -2.42
Door-D1 1X3 3 1 0.23 2.1 -1.45
Door-D2 1X2 2 0.75 0.23 2.1 -0.72
Ventilation -V1 1X13 13 0.6 0.23 0.35 -0.63
Ventilation -V2 1X1 1 1 0.23 0.35 -0.08
Ventilation -V3 1X1 1 1.5 0.23 0.35 -0.12
 Opening in Girls' Toilet 1X1 1 2.52 0.23 3.2 -1.85
Opening in Boys' Toilet 1X1 1 1.5 0.23 3.2 -1.10
Total 39.79 Cum.
15 6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class no. No. L(m) B(m) H/T(m)
designation 7.5 in superstructure above plinth level up to floor V level.
6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
Ground Floor
Girls' Toilet Side
Long Wall 1X1 1 7.45 2.1 15.65
Short Wall 1X1 1 4.56 2.1 9.58
Remaining Wall 1X7 7 1.5 2.1 22.05
Boys' Toilet Side
Long Wall 1X1 1 3.34 2.1 7.01
Short Wall 1X1 1 2.52 2.1 5.29
Remaining Wall 1X3 3 1.5 2.1 9.45
Deductions
Door- D2 1X10 10 0.75 2.1 -15.75
Total 53.28 Sq.m.
First Floor no. No. L(m) B(m) H/T(m)
Parapet Wall 1X1 1 51.54 0.5 25.77 Sq.m.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and
prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias
16 8.2 and similar locations of required size, approved shade, colour and texture laid over 20 no. No. L(m) B(m) H/T(m)
mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white
cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,
moulding and p
8.2.2 Granite of any colour and shade
8.2.2.2 Area of slab over 0.50 sqm
Girls' Toilet Side 1X1 1 1.8 0.8 1.44
Boys' Toilet Side 1X1 1 1.5 0.8 1.20
Total 2.64 Sq.m.
Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1
17 8.9 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white no. No. L(m) B(m) H/T(m)
cement complete.
8.9.1.2 Granite of any colour and shade
Outer Periphery
Long Side 1X2 2 16.5 1.6 52.80
Short Side 1X2 2 6.5 1.6 20.80
Total 73.60 Sq.m.
18 9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with no. No. L(m) B(m) H/T(m)
necessary screws etc. complete :
9.66.2 100 mm 24X1 24 24 No.
19 9.68 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary no. No. L(m) B(m) H/T(m)
screws etc. complete.
9.68.1 300 mm weighing not less than 200 gms 57X1 57 57 No.
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating
20 9.96 not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or no. No. L(m) B(m) H/T(m)
shade, with nuts and screws etc. complete :
9.96.1 300x16 mm each 212.45 4X1 4 4 No.

9.96.2 250x16 mm 15X1 15 15 No.

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not
21 9.97 less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or no. No. L(m) B(m) H/T(m)
shade, with necessary screws etc. complete :
9.97.3 200x10 8X1 8 8 No.
9.97.4 150x10 30X1 30 30 No.

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less
22 9.100 than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, no. No. L(m) B(m) H/T(m)
with necessary screws etc. complete :
9.100.1 125mm 14X1 14 14 No.

Providing and fixing Pre -laminated medium density fibre board exteriorgrade (Grade-
23 9.156 I) IS:14587:1998 marked, to frame, backing or studdingwith screws etc. complete no. No. L(m) B(m) H/T(m)
( Frames, backing or studding to be paid separately).
Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board
9.156.1 12 mm thick conforming to IS:14587
Door-D 2X1 2 2.52 2.10 10.58
Door-D1 1X4 4 1 2.10 8.40
Door-D2 1X12 12 0.75 2.10 18.90
Total 37.88 sqm
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels,
plates etc., including welding, grinding, buffing, polishing and making curvature
(wherever required) and fitting the same with necessary stainless steel nuts and bolts
complete, i/c fixing the railing with necessary accessories & stainless steel dash
fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side
24 10.28 of waist slab with suitable arrangement as per approval of Engineer-incharge, (for no. No. L(m) B(m) H/T(m)
payment purpose only weight of stainless steel members shall be considered excluding
fixing accessories such as nuts, bolts, fasteners etc.).
 Unit
no. No. L(m) Weight H/T(m)
Railing is provided with 50 mm S.S. (Grade 304 Pipe ) with weight of 2.40 Kg per Meter (Kg/m)
Railing Members
Horizontal Members 6X3 18 1.2 2.4 51.84
Vertical Members 6X5 30 1.2 2.4 86.40
Support Roads in CWS 2X2 4 1.00 2.4 9.60
Additional 5 % on account of Wastage 7.39
Total 155.23 Kg

Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make
25 11.21` and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid no. No. L(m) B(m) H/T(m)
and/or alkali resisting cement as per IS : 4457, complete as per the direction of
Engineer-in- Charge.
11.21.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)
11.21.1.1 Acid and alkali resistant tile
W.C.1- W.C.12 Except W.C.-6,7 & 9 1X9 9 1.2 1.5 16.20
W.C.-6,7 & 9 1X3 3 1.32 1.5 5.94
W.C. For CWSN 1X2 2 1.8 1.5 5.40
Urinal Section in Boys' Toilet 1X1 1 5.16 2.7 13.93
Total 41.47 Sq.m.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with
26 11.26 grey cement slurry mixed with pigment to match the shade of the slab, including no. No. L(m) B(m) H/T(m)
rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse
sand) :
11.26.1 25mm thick
Steps at Entry 2X3 6 1.2 0.33 2.38
Ramps 2X1 2 1.7 1.00 3.40
Girls' Toilet
At Entry 1X1 1 4.32 1.50 6.48
Open Space Between W.Cs. 1X1 1 5.15 2.70 13.91
Remaining Portion B/w W.C.-5.6 & 7,8 1X1 1 2.75 1.08 2.97

Boys' Toilet
At Entry 1X1 1 4.66 2.52 11.74
Open Space Between W.Cs. 1X1 1 5.4 1.50 8.10
Store Room 1X1 1 2.06 1.50 3.09
Total 22.93 Sq.m.

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm
27 11.27 (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey no. No. L(m) B(m) H/T(m)
cement slurry mixed with pigment to match the shade of the slabs, including rubbing
and polishing complete.
Outer Side
Along Long Side 1X2 2 18 1.6 57.60
Along Short Side 1X2 2 8 1.6 25.60

Steps at Entry 2X4 8 1.2 0.15 1.44

Girls' Toilet
At Entry 1X2 2 4.32 0.10 0.86
1X2 2 1.50 0.10 0.30
Open Space Between W.Cs. 1X2 2 5.15 0.10 1.03
1X2 2 2.70 0.10 0.54
Remaining Portion B/w W.C.-5.6 & 7,8 1X2 2 2.75 0.10 0.55
1X1 1 1.08 0.10 0.11
Boys' Toilet
At Entry 1X2 2 4.66 0.10 0.93
1X2 2 2.52 0.10 0.50
Open Space Between W.Cs. 1X2 2 5.4 0.10 1.08
1X1 1 1.50 0.10 0.15
Store Room 1X2 2 2.06 0.10 0.41
1X2 2 1.50 0.10 0.30
Deductions
Entry To Both Side Toilets For Outside 2X2 4 2.52 1.00 -10.08
Entry To Both Side Toilets For Inside 1X2 2 2.52 0.10 -0.50
Door-D 2X1 2 2.52 0.10 -0.50
Door-D1 1X4 4 1 0.10 -0.40
Door-D2 1X12 12 0.75 0.10 -0.90
Total 79.02 Sq.m.
28 11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. no. No. L(m) B(m) H/T(m)
steps
Steps at Entry 2X4 8 1.2 9.60 m.

Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x
29 11.53 20 mm x 4 mm in all colour, design , fixing in approved design. The glass mosaic tiles no. No. L(m) B(m) H/T(m)
shall be fixed on the wall surface with the help of approved adhesive applied at the
rate of 2.5 kg per sqm and grouting of the same. All completed as per direction of
Engineer-incharge.
W.C.1- W.C.12 Except W.C.-6,7 & 9 2X9 18 1.2 2.1 45.36
2X9 18 1.5 2.1 56.70
W.C.-6,7 & 9 2X3 6 1.32 2.1 16.63
2X3 6 1.5 2.1 18.90
W.C. For CWSN 2X2 4 1.8 2.1 15.12
2X2 4 1.5 2.1 12.60
 Urinal Section in Boys' Toilet 2X1 2 5.16 2.1 21.67
2X1 2 2.7 2.1 11.34
Top Portion
Girls' Toilet
Long Wall 1X1 1 7.91 0.115 0.91
Short Wall 1X1 1 4.66 0.115 0.54
Remaining Wall 1X7 7 1.5 0.115 1.21

Boys' Toilet
Long Wall 1X1 1 3.33 0.115 0.38
Short Wall 1X1 1 2.52 0.115 0.29
Remaining Wall 1X3 3 1.5 0.115 0.52
Deductions
Door-D2 for Height 1X12 12 0.75 2.10 -18.90
Door-D2 for top Portion 1X12 12 0.75 0.12 -1.04
Total 269.95 Sq.m.

Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm
30 12.15 impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the no. No. L(m) B(m) H/T(m)
slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil
complete :
12.15.1 With residual type petroleum bitumen of grade VG -10 1X1 1 17.77 7.77 138.07 Sq.m.

Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1
31 12.19 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of no. No. L(m) B(m) H/T(m)
cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished
neat:
12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 1X1 1 17.77 7.77 138.07 Sq.m.
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone
32 12.21 aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 no. No. L(m) B(m) H/T(m)
cement : 3 fine sand) as per standard design :
12.21.1 In 75x75 mm deep chase 1X1 1 51.08 51.08 m

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete

33 12.22 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) no. No. L(m) B(m) H/T(m)
over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1
cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making
and finishing the outlet complete.
2X2 4 4.00 no.
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming
34 12.41 to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving no. No. L(m) B(m) H/T(m)
10 mm gap for thermal expansion, (i) Single socketed pipes.
12.41.2 110mm dia
For Both Toilets 2X2 4 4.5 18.00 m

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for
35 12.42 unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including no. No. L(m) B(m) H/T(m)
jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal
expansion.
12.42.5 Bend 87.5° 1X2 2 2.00 no.
12.42.5.2 110 mm bend

36 13.4 12 mm cement plaster of mix : no. No. L(m) B(m) H/T(m)

13.4.2 1:6 (1 cement: 6 coarse sand)
Ground Floor
230 m Thick Wall
Along Long Side 1X2 2 16.5 4.1 135.30
Along Short Side 1X2 2 6.5 4.1 53.30

Girls' Toilet
Long Wall 1X4 4 7.91 3.50 110.74
Short Wall 1X2 2 6.04 3.50 42.28
Remaining Wall 2X2 4 1.50 3.50 21.00
Boys' Toilet
Long Wall 1X4 4 7.91 3.50 110.74
Short Wall 1X4 4 6.04 3.50 84.56
115 m Thick Wall
W.C.1- W.C.12 Except W.C.-6,7 & 9 2X9 18 1.2 2.1 45.36
2X9 18 1.5 2.1 56.70
W.C.-6,7 & 9 2X3 6 1.32 2.1 16.63
2X3 6 1.5 2.1 18.90
W.C. For CWSN 2X2 4 1.8 2.1 15.12
2X2 4 1.5 2.1 12.60
Urinal Section in Boys' Toilet 2X1 2 5.16 2.1 21.67
2X1 2 2.7 2.1 11.34
Remaining Columns 4X3 12 0.23 1.4 3.86
Remaining Beams
B-1 2X1 2 2.40 0.3 1.44
B-2 2X2 4 2.52 0.3 3.02
B-3 2X1 2 1.94 0.3 1.16
B-4 2X1 2 2.98 0.3 1.79
Top Portion
Girls' Toilet
Long Wall 1X1 1 7.91 0.115 0.91
 Short Wall 1X1 1 4.66 0.115 0.54
Remaining Wall 1X7 7 1.5 0.115 1.21

Boys' Toilet
Long Wall 1X1 1 3.33 0.115 0.38
Short Wall 1X1 1 2.52 0.115 0.29
Remaining Wall 1X3 3 1.5 0.115 0.52

First Floor
Parapet Long Side 2X2 4 18 0.5 36.00
Parapet Short Side 2X2 4 8 0.5 16.00
Parapet Top Long Side 1X2 2 18 0.115 4.14
Parapet Top Short Side 1X2 2 8 0.115 1.84
Deductions
Openings in Both Toilets 2X2 4 2.52 3.2 -32.26
Door-D 2X2 4 2.5 2.1 -21.00
Door- D1 2X3 6 1 2.1 -12.60
Door- D2 2X12 24 0.75 2.1 -37.80
Door-D2 for top Portion 1X10 10 0.75 0.12 -0.86
Ventilation -V1 2X13 26 0.6 0.35 -5.46
Ventilation -V2 2X1 2 1 0.35 -0.70
Ventilation -V3 1X1 1 3.7 0.35 -1.30
Total 717.36 Sq.m.
37 13.16 6 mm cement plaster of mix : no. No. L(m) B(m) H/T(m)
13.16.1 1:3 (1 cement : 3 fine sand)
Girls' Toilet 1X1 1 7.91 6.04 47.78
Boys' Toilet 1X1 1 7.91 6.04 47.78
Total 95.56 Sq.m.
38 13.18 Neat cement punning. no. No. L(m) B(m) H/T(m)
Septic Tank Inside
Long Walls 1X1 1 7 2.50 17.50
Short Walls 1X1 1 3 2.50 7.50
Middle Walls 1X1 1 3 2.20 6.60
Total 31.60 Sq.m.
39 13.37 White washing with lime to give an even shade : no. No. L(m) B(m) H/T(m)
13.37.1 New work (three or more coats)
This Quantity will be calculated by deducting Wall Tile Work from Plaster Work so Qty (95.56+717.36-269.95-79.02) 463.95 Sq.m.
will be as follows :-D.S.R. No.( 13.16+13.4-11.53-11.27)
40 16.3 Supplying and stacking at site. no. No. L(m) B(m) H/T(m)
16.3.9B of filling material for under floor 1X1 1 16.5 6.5 0.6 64.35 Cum.

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm
41 17.1 sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush no. No. L(m) B(m) H/T(m)
pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all
fittings and fixtures complete, including cutting and making good the walls and floors
wherever required:
17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type 12X1 12 12 No.
foot rests

Providing and fixing white vitreous china pedestal type water closet (European type
42 17.2 W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including no. No. L(m) B(m) H/T(m)
flush pipe, with manually controlled device (handle lever), conforming to IS : 7231,
with all fittings and fixtures complete, including cutting and making good the walls and
floors wherever required :
17.2.2 W.C. pan with ISI marked black solid plastic seat and lid 2X1 2 2 No.

Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350
mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass
43 17.5 flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per no. No. L(m) B(m) H/T(m)
IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including
painting of fittings and cutting and making good the walls and floors wherever required
:
17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with
44 17.16A S.S. triangular plate to Eureopean type W.C. of quality and make as approved by 2X1 2 2 No.
Engineer - in - charge.
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm
45 17.7 C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting no. No. L(m) B(m) H/T(m)
and making good the walls wherever require:
17.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass 7X1 7 7 No.
pillar taps
46 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste no. No. L(m) B(m) H/T(m)
fittings complete.
17.28.1 Semi rigid pipe
17.28.1.1 32 mm dia 7X1 7 7 No.
47 17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. 16X1 16 16 No.

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved
48 17.31 quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. no. No. L(m) B(m) H/T(m)
brass screws and washers complete
7X1 7 7 No.
49 17.35 Providing and fixing soil, waste and vent pipes : no. No. L(m) B(m) H/T(m)
17.35.1 100 mm dia
 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729
Waste Pipe
Girls' Toilet
W.C. 1X1 1 25 25.00
Boys' Toilet
W.C. 1X1 1 15 15.00
Urinals 1X1 1 15 15.00
Vent Pipes 1X14 14 5 70.00
Total 125.00 Mtr.
50 17.38 Providing and fixing bend of required degree with access door, insertion rubber washer no. No. L(m) B(m) H/T(m)
3 mm thick, bolts and nuts complete.
17.38.1 100 mm dia
17.38.1.1 Sand cast iron S&S as per IS - 1729
Vent Pipes 1X14 14 14.00
Total 14.00 No.
51 17.39 Providing and fixing plain bend of required degree. no. No. L(m) B(m) H/T(m)
17.39.1 100 mm dia
17.39.1.1 Sand cast iron S&S as per IS - 1729
Waste Pipe
Girls' Toilet
W.C. 1X5 5 5.00
Boys' Toilet
W.C. 1X5 5 5.00
Urinals 1X4 4 4.00
Total 14.00 No.
52 17.40 Providing and fixing heel rest sanitary bend no. No. L(m) B(m) H/T(m)
17.40.1 100 mm dia
17.40.1.1 Sand cast iron S&S as per IS - 1729 1X14 14 14.00
Total 14.00 No.
53 17.41 Providing and fixing double equal junction of required degree with access door, no. No. L(m) B(m) H/T(m)
insertion rubber washer 3 mm thick, bolts and nuts complete :
17.41.1 100x100x100x100 mm
17.41.1.1 Sand cast iron S&S as per IS - 1729 1X5 5 5.00
Total 5.00 No.
54 17.43 Providing and fixing single equal plain junction of required degree with access door, no. No. L(m) B(m) H/T(m)
insertion rubber washer 3 mm thick, bolts and nuts complete
17.43.1 100x100x100 mm
17.43.1.1 Sand cast iron S&S as per IS - 1729 1X10 10 10.00
Total 10.00 No.
55 17.56 Providing and fixing terminal guard : no. No. L(m) B(m) H/T(m)
17.56.1 100 mm
17.56.1.1 Sand cast iron S&S as per IS - 1729 1X5 5 5.00
Total 5.00 No.
56 17.57 Providing and fixing collar : no. No. L(m) B(m) H/T(m)
17.57.1 100 mm
17.57.1.1 Sand cast iron S&S as per IS - 1729 1X20 20 20.00
Total 20.00 No.
57 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and no. No. L(m) B(m) H/T(m)
fittings of diameter :
17.58.1 100 mm 1X82 82 82.00
Total 82.00 No.
58 17.59 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) no. No. L(m) B(m) H/T(m)
iron pipes of diameter :
17.59.1 100 mm 3X14 42 42.00
Total 42.00 No.
Providing and fixing trap of self cleansing design with screwed down or hinged grating
59 17.60 with or without vent arm complete, including cost of cutting and making good the no. No. L(m) B(m) H/T(m)
walls and floors :
17.60.1 100 mm inlet and 100 mm outlet
17.60.1.2 Sand Cast Iron S&S as per IS: 1729 16X1 16 16 No.

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112
60 17.71 mm distance from wall of standard shape with bracket of the same materials with snap 4X1 4 4 No.
fittings of approved quality and colour, weighing not less than 105 gms.
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats
61 17.73 with CP brass screws with concealed fittings arrangement of approved quality and no. No. L(m) B(m) H/T(m)
colour.
17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height 4X1 1 4 No.
of 88 mm, weighing not less than 190 gms

Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite

Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having
62 18.1 thermal stability for hot & cold water supply, capable to withstand temperature up to no. No. L(m) B(m) H/T(m)
80°C, including all special fittings of composite material (engineering plastic blend and
brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors
etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per
direction of the Engineer in charge.
18.1.1 1216 (16 mm OD) pipe 1X1 1 50 50.00 Mtr.
18.1.2 1620 (20 mm OD) pipe 1X1 1 50 50.00 Mtr.
18.1.3 2025 (25 mm OD) pipe 1X1 1 80 80.00 Mtr.
 18.1.4 2532 (32 mm OD) pipe metre 1X1 1 50 50.00 Mtr.
Providing and fixing Polyethelene-Aluminium- Polyethelene (PEALPE) Composite
Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having
thermal stability for hot & cold water supply, capable to withstand temperature up to
80°C, including all special fittings of composite material (engineering plastic blend and
brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors
63 18.2 etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and no. No. L(m) B(m) H/T(m)
including testing of joints complete as per direction of the engineer in charge.
CONCEALED WORK, including cutting chases and making good the wall etc

18.2.1 1216 (16 mm OD) pipe 1X1 1 50 50.00 Mtr.

18.2.2 1620 (20 mm OD) pipe 1X1 1 50 50.00 Mtr.

Providing and fixing Polyethelene-Aluminium- Polyethelene (PE-AL-PE) Composite

Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having
64 18.3 thermal stability for hot & cold water supply, capable to withstand temperature up to no. No. L(m) B(m) H/T(m)
80°C, including all special fittings of composite material (engineering plastic blend and
brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors
etc., with trenching, refilling and testing of joints complete as per direction of the
engineer in charge.
18.3.1 1216 (16 mm OD) pipe 1X1 1 50 50.00 Mtr.
18.3.2 1620 (20 mm OD ) pipe 1X1 1 80 80.00 Mtr.
18.3.3 2025 (25 mm OD ) pipe 1X1 1 50 50.00 Mtr.
18.3.4 2532 (32 mm OD ) pipe 1X1 1 50 50.00 Mtr.
65 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed no. No. L(m) B(m) H/T(m)
end) :
18.17.1 25 mm nominal bore 2X1 2 2 No.
18.17.1A 20 mm nominal bore 2X1 2 2 No.
18.17.2 32 mm nominal bore. 2X1 2 2 No.
66 18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with no. No. L(m) B(m) H/T(m)
plastic floats complete :
18.18.1 15 mm nominal bore 2X1 2 2 No.
18.18.2 20 mm nominal bore 2X1 2 2 No.
67 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions : no. No. L(m) B(m) H/T(m)
18.21.1 30 cm length
18.21.1.1 15 mm nominal bore 34X1 34 34 No.

68 18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and no. No. L(m) B(m) H/T(m)
making long screws etc. complete (New work) :
18.46.1 15 mm nominal bore 1X15 15 15 No.
18.46.2 20 mm nominal bore 1X10 10 10 No.
18.46.3 25 mm nominal bore 1X10 10 10 No.
18.46.4 32 mm nominal bore 1X5 5 5 No.

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS
69 18.48 : 12701 marked, with cover and suitable locking arrangement and making necessary no. No. Liter
holes for inlet, outlet and overflow pipes but without fittings and the base support for
tank.
18.48A Circular tank 1X2 2 1000 2000 Liter
70 18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS no. No. L(m) B(m) H/T(m)
standards and weighing not less than 810 gms.
18.50.1 15 mm nominal bore 1X25 25 25 No.
71 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of no. No. L(m) B(m) H/T(m)
approved make conforming to IS:8931.
8.52.1 15 mm nominal bore 34X1 34 34 No.
72 18.76 Cutting holes up to 30x30 cm in walls including making good the same: no. No. L(m) B(m) H/T(m)
18.76.1 With common burnt clay F.P.S. (non modular) bricks 20X1 20 20 No.

Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and
73 18.77 repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 50X1 50 50 No.
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including
finishing complete so as to make it leak proof

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304
74 18.87 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing no. No. L(m) B(m) H/T(m)
gasket of EPDM material of required dia as per direction of Engineer-in-charge.
Coupling/Socket
18.87.1 For 15.88 mm outer dia pipe 40X1 40 40 No.
18.87.2 For 22.22 mm outer dia pipe 10X1 10 10 No.

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304
conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing
0.75 18.88 gasket of EPDM material of providing and fixing required Stainless Steel Fitting of press no. No. L(m) B(m) H/T(m)
fit design of grade AISI 304 conforming toJWWA G116 standard with V-profile or M-
profile and with O-ring sealing gasket of EPDM material of required dia as per dirction
of Engineer-in-charge.
18.88.1 For 22.22 mm x 15.88 mm outer dia pipe 20X1 20 20 No.

76 18.101 Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 no. No. L(m) B(m) H/T(m)
conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing
gasket of EPDM material of required dia as per direction of Engineer-in-charge. Cap
18.101.1 For 15.88 mm outer dia pipe 40X1 40 40 No.
18.101.2 For 22.22 mm outer dia pipe 10X1 10 10 No.
 Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304
77 18.102 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing no. No. L(m) B(m) H/T(m)
gasket of EPDM material of required dia as per direction of Engineer-in-charge. Pipe
Bridge
18.102.1 For 15.88 mm outer dia pipe 10X1 10 10 No.
18.102.2 For 22.22 mm outer dia pipe 10X1 10 10 No.
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of
78 19.1 cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of no. No. L(m) B(m) H/T(m)
joints etc. complete :
19.1.2 150 mm diameter 1X1 1 30 30 Mtr.
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
79 19.2 stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as no. No. L(m) B(m) H/T(m)
per standard design :
19.2.2 150 mm diameter S.W. pipe 1X1 1 30 30 Mtr.

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating
80 19.4 brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size no. No. L(m) B(m) H/T(m)
(inside) the weight of cover to be not less than 4.50 kg and frame to be not less than
2.70 kg as per standard design:
19.4.1 100x100 mm size P type
19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1X4 4 4 No.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars
81 19.6 jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine no. No. L(m) B(m) H/T(m)
sand) including testing of joints etc. complete :
19.6.4 300 mm dia. R.C.C. pipe 1X1 1 20 20 Mtr.

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand )
with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
82 19.7 aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse no. No. L(m) B(m) H/T(m)
sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick
with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat
cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size) finished with a floating coat of neat
cement complete as per standard design :
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)
19.7.1 455x610 mm internal dimensions, total weight of cover and frame to be not less than
38 kg (weight of cover 23 kg and weight of frame 15 kg) :
19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1X4 4 4 No.

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and
0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement
83 19.9 plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a no. No. L(m) B(m) H/T(m)
floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand :
6 graded stone aggregate 40 mm nominal size), and making necessary channel in
cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) finished with a floating coat of neat cement, all complete as per standard
design :

0.91 m deep with SFRC cover and frame (heavy duty, HD20 grade designation) 560 mm
internal diameter conforming to I.S. 12592, total weight of cover and frame to be not
19.9.1 less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) including centering, shuttering all complete.
(Excavation, foot rests and 12mm thick cement plaster at the external surface shall be
paid for separately) :
19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1X1 1 1 No.
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated
as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum
cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165
mm with minimum 112 mm space between protruded legs having 2 mm tread on top
surface by ribbing or chequering besides necessary and adequate anchoring
projections on tail length on 138 mm as per standard drawing and suitable to with
84 19.16 stand the bend test and chemical resistance test as per specifications and having no. No. L(m) B(m) H/T(m)
manufacture's permanent identification mark to be visible even after fixing, including
fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

85 19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required no. No. L(m) B(m) H/T(m)
shape and approved quality
19.19.3 H D - 20
19.19.3.1 Circular shape 560 mm internal diameter 1X1 1 1 No.

Making connection of drain or sewer line with existing manhole including breaking into
86 19.21 and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse no. No. L(m) B(m) H/T(m)
sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides
with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of
neat cement and making necessary channels for the drain etc. complete :
19.21.2 For pipes 250 to 300 mm diameter 1X1 1 20 20 Mtr.
Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement
87 19.27 mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal no. No. L(m) B(m) H/T(m)
grating with frame complete as per standard design :
19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1X4 4 4 No.
 Providing and supplying aluminium extruded tubular and other aluminium sections as
per the architectural drawings and approved shop drawings , the aluminium quality as
88 25.1 per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60- no. No. W(Kg)
80 microns conforming to AAMA 2604 of required colour and shade as approved by
the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves,
screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra
shall be paid on this account).
Door and Ventilation Frame Sections
Door-D 1X2 2 8.3412 16.68
Door- D1 1X3 3 6.3552 19.07
Door- D2 1X12 12 6.0242 72.29
Ventilation -V1 1X13 13 2.5156 32.70
Ventilation -V2 1X1 1 3.5748 3.57
Ventilation -V3 1X1 1 4.8988 4.90
Door and Ventilation Shutter Sections
Door-D 1X2 2 15.06435 30.13
Door- D1 1X3 3 13.2466 39.74
Door- D2 1X12 12 11.42885 137.15
Ventilation -V1 1X13 13 0.6981 9.08
Ventilation -V2 1X1 1 1.074 1.07
Ventilation -V3 1X1 1 1.2888 1.29
Total 367.67 Kg.
fixing of 3mm translucent white acrylic sheets pans in steel window or clear storey
89 App. 0.10 window shutter with self laping screws of size 10x3mm, including drilling whereever no. No. L(m) B(m) H/T(m)
necessary as directed by e-in-c
Ventilation -V1 2X13 26 0.35 0.35 3.19
Ventilation -V2 2X1 2 0.7 0.35 0.49
Ventilation -V3 1X1 1 0.9 0.35 0.32
Total 4.00 Sq.m.
15.7
Demolishing brick work manually/ by mechanical means including stacking of
90 serviceable material and disposal of unserviceable material within 50 metres lead as
per direction of Engineer-in-charge.
15.7.4 In cement mortar
plot boundary 1x1 1 7.5 0.23 1 1.73
1x1 1 15 0.23 1 3.45
old damaged toilet 1x2 2 6 0.23 1 2.76
1x2 2 2 0.23 1 0.92
1x2 2 6 0.11 2 2.64
1x2 2 2 0.11 2 0.88
old water tank 1x4 4 1.5 0.23 1.5 2.07
old water pump structure 1x4 4 2.5 0.23 2.5 5.75
Total 20.20 cum
15.28 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the
91
material within 50 metres lead of:
15.28.2 asbestos sheet 1x1 1 6 2 12 sqm
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron
92 10.5 and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings no. No. L(m) B(m) H/T(m)
complete, including applying a priming coat of approved steel primer.
10.5.1 Using M.S. angles 40x40x6 mm for diagonal braces
Door-D 1X2 2 2.5 2.1 10.50
Door-D1 1X3 3 1 2.1 6.30
Door-D2 1X12 12 0.75 2.1 18.90
Total 25.20 Sq.m.
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S.
93 9.48 flats, square or round bars etc. including priming coat with approved steel primer all no. No. L(m) B(m) H/T(m)
complete.
9.48.1 Fixed to steel windows by welding
Ventilation -V1 1X13 13 1.9 3.02 74.59
Ventilation -V2 1X1 1 2.7 3.02 8.15
Ventilation -V3 1X1 1 3.7 3.02 11.17
Total 93.91 Kg.

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-
sections, joints mitred and welded, including fixing of necessary butt hinges and screws
94 10.13 and applying a priming coat of approved steel primer. no. No. L(m) B(m) H/T(m)

Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10
10.13.1 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal
size)
40 x 40 x 5 mm T - Section with Weight of 3.02 Kg./m. Unit
no. No. L(m) Weight H/T(m)
(Kg/m)
Door-D 1X2 2 7.3 3.02 44.09
Door-D1 1X3 3 5.8 3.02 52.55
Door-D2 1X2 2 5.55 3.02 33.52
Ventilation -V1 1X13 13 1.9 3.02 74.59
Ventilation -V2 1X1 1 2.7 3.02 8.15
Ventilation -V3 1X1 1 3.7 3.02 11.17
Additional 5 % on account of Wastage and Lugs 11.20
 Total 235.27 Kg
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing
95 10.25 in position and applying a priming coat of approved steel primer using structural steel no. No. L(m) B(m) H/T(m)
etc. as required.
10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works lump sum 100 kg
96 13.50 applying prime coat
13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood
work (hard and soft wood)
qty same as item no. 92 25.20 sqm
97 13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an
even shade :
13.61.1 Two or more coats on new work
qty same as item no. 96 25.20 sqm
Designing, fabricating, testing, installing and fixing in position Curtain Wall with
98 25.7 Aluminium Composite Panel Cladding, with open grooves for linear as well as no. No. L(m) B(m) H/T(m)
curvilinear portions of the building , for all heights and all levels etc. including:
Structural analysis & design and preparation of shop drawings for pressure
a equalisation or rain screen principle as required, proper drainage of water to make it
watertight including checking of all the structural and functional design.

Providing, fabricating and supplying and fixing panels of aluminium composite panel
cladding in pan shape in metalic colour of approved shades made out of 4mm thick
b aluminium composite panel material consisting of 3mm thick FR grade mineral core
sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium
composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /
Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1
and polymer (Service) coating on face # 2 as specified using stainless steel screws,
nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.

The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with
serrations and serrated washers to arrest the wind load movement, fasteners, SS 316
Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-
metallic contacts all complete required to perform as per specification and drawing
The item includes cost of all material & labour component, the cost of all mock ups at
c site, cost of all samples of the individual components for testing in an approved
laboratory, field tests on the assembled working curtain wall with aluminium
composite panel cladding, cleaning and protection of the curtain wall with aluminium
composite panel cladding till the handing over of the building for occupation. Base
frame work for ACP cladding is payable under the relevant aluminium item.s The
Contractor shall provide curtain wall with aluminium composite panel cladding, having
all the performance characteristics all complete , as per the Architectural drawings, as
per item description, as specified, as per the approved shop drawings and as directed
by the Engineer-in-Charge. However, for the purpose of payment, only the actual area
on the external face of the curtain wall with Aluminum Composite Panel Cladding
(including width of groove) shall be measured in sqm. up to two decimal places."
long wall 1x1 1 16.5 3.5 57.75
short wall 1x2 2 6.5 3.5 45.5
deduction
Door-D 1x2 2 2.5 2.1 -21
Ventilation -V1 1x4 4 0.6 0.35 -10.92
Ventilation -V2 1X1 1 1 0.35 -0.35
70.98 sqm
 Estimated Cost
N.O.W: Const. of toilet block (12 seats, 1 CWSN, 12 urinals)

S.No Code Description QTY UNIT RATE AMOUNT

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth,
1.5 m in width as well as 10 sqm on plan) including getting out
1 2.6 and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.

2.6.1 all kinds of soil (building) 91.76 cum 125.95 11557.17

Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means in foundation trenches or drains (not
exceeding 1.5 m in width or 10 sqm on plan), including dressing
2 2.8 of sides and ramming of bottoms, lift upto 1.5 m, including
getting out the excavated soil and disposal of surplus excavated
soil as directed, within a lead of 50 m.

2.8.1 all kinds of soil (building) 126.16 cum 166.4 20993.02

Excavating trenches of required width for pipes, cables, etc
including excavation for sockets, and dressing of sides, ramming
of bottoms, depth upto 1.5 m, including getting out the
excavated soil, and then returning the soil as required, in layers
3 2.1 not exceeding 20 cm in depth, including consolidating each
deposited layer by ramming, watering, etc. and disposing of
surplus excavated soil as directed, within a lead of 50 m :

2.10.1 all kinds of soil

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300
2.10.1.2 mm dia 20.00 metre 225.45 4509.00
Filling available excavated earth (excluding rock) in trenches,
plinth, sides of foundations etc. in layers not exceeding 20cm in
4 2.25 depth, consolidating each deposited layer by ramming and 43.48 cum 125.75 5467.61
watering, lead up to 50 m and lift upto 1.5 m.

Extra for every additional lift of 1.5 m or part thereof in

5 2.26 excavation / banking excavated or stacked materials.
2.26.1 All kinds of soil 91.76 cum 51.75 4748.58
Providing and laying in position cement concrete of specified
6 4.1
grade excluding the cost of centering and shuttering - All work
up to plinth level :
"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone
4.1.3B aggregate 20 mm nominal size). 2.10 cum 5481.95 11512.10

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone 9.31 cum 4478.15 41691.58
aggregate 40 mm nominal size)
1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone
4.1.10B aggregate 40 mm nominal size). 5.51 cum 4209.05 23191.87
Providing and laying in position specified grade of reinforced
7 5.1
cement concrete, excluding the cost of centering, shuttering,
finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone
5.1.2B aggregate 20 mm nominal size). 19.81 cum 6215.35 123126.08
Reinforced cement concrete work in walls (any thickness),
including attached pilasters, buttresses, plinth and string
courses, fillets, columns, pillars, piers, abutments, posts and
8 5.2 struts etc. above plinth level up to floor five level, excluding cost
of centering, shuttering, finishing and reinforcement :

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone

5.2.2 aggregate 20 mm nominal size). 4.91 cum 7145.8 35085.88
 Reinforced cement concrete work in beams, suspended floors,
roofs having slope up to 15° landings, balconies, shelves, chajjas,
lintels, bands, plain window sills, staircases and spiral stair cases
above plinth level up to floor five level, excluding the cost of
9 5.3B centering, shuttering, finishing and reinforcement, with 1:1.5:3 29.13 cum 7390.8 215294.00
(1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate
20 mm nominal size).

Centering and shuttering including strutting, propping etc. and

10 5.9 removal of form for all heights : 0.00
Foundations, footings, bases of columns, etc. for mass concrete
5.9.1 81.16 sqm 193.95 15740.98
Suspended floors, roofs, landings, balconies and access platform
5.9.3 130.49 sqm 422.3 55105.93
Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.5 156.00 sqm 342.9 53492.40
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 82.43 sqm 467.85 38564.88
Steel reinforcement for R.C.C. work including straightening,
11 5.22 cutting, bending, placing in position and binding all complete
upto plinth leveL
5.22.6 Thermo-Mechanically Treated bars UPTO PLINTH 2476.25 kg 56.6 140155.75
Steel reinforcement for R.C.C. work including straightening,
12 5.22A cutting, bending, placing in position and binding all complete
above plinth level.
5.22A.6 Thermo-Mechanically Treated bars ABOVE PLINTH 4255 kg 56.6 240833.00
Brick work with common burnt clay F.P.S. (non modular) bricks
13 6.1 of class designation 7.5 in foundation and plinth in:
6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 62.87 cum 4751.65 298736.24
Brick work with common burnt clay F.P.S. (non modular) bricks
14 6.4 of class designation 7.5 in superstructure above plinth level up to
floor V level in all shapes and sizes in :
6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 39.79 cum 5582.85 222141.60
Half brick masonry with common burnt clay F.P.S. (non modular)
15 6.13 bricks of class designation 7.5 in superstructure above plinth
level up to floor V level.
6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) 79.05 sqm 684.2 54086.01
Providing and fixing 18 mm thick gang saw cut, mirror polished,
premoulded and prepolished, machine cut for kitchen platforms,
vanity counters, window sills, facias and similar locations of
required size, approved shade, colour and texture laid over 20
mm thick base cement mortar 1:4 (1 cement : 4 coarse sand),
16 8.2 joints treated with white cement, mixed with matching pigment,
epoxy touch ups, including rubbing, curing, moulding and p

8.2.2 Granite of any colour and shade

8.2.2.2 Area of slab over 0.50 sqm 2.64 sqm 3113.3 8219.11
Stone tile (polished) work for wall lining over 12 mm thick bed of
cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry
17 8.9 @ 3.3 kg/sqm including pointing in white cement complete.

8.9.1.2 Granite of any colour and shade 73.60 sqm 2018 148524.80
Providing and fixing ISI marked oxidised M.S. handles conforming
18 9.66 to IS:4992 with necessary screws etc. complete :
9.66.2 100 mm 24 each 22.65 543.60
Providing and fixing oxidised M.S. casement stays (straight peg
19 9.68 type) with necessary screws etc. complete.
9.68.1 300 mm weighing not less than 200 gms 57 each 30.95 1764.15
Providing and fixing aluminium sliding door bolts, ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :
20 9.96 1868), transparent or dyed to required colour or shade, with
nuts and screws etc. complete :

9.96.1 300x16 mm each 212.45 4 each 212.45 849.80

9.96.2 250x16 mm 15 each 189.2 2838.00
 Providing and fixing aluminium tower bolts, ISI marked, anodised
(anodic coating not less than grade AC 10 as per IS : 1868 )
21 9.97 transparent or dyed to required colour or shade, with necessary
screws etc. complete :

9.97.3 200x10 8 each 76.15 609.20

9.97.4 150x10 30 each 64.3 1929.00
Providing and fixing aluminium handles, ISI marked, anodised
(anodic coating not less than grade AC 10 as per IS : 1868)
22 9.100 transparent or dyed to required colour or shade, with necessary
screws etc. complete :

9.100.1 125mm 14 each 51.1 715.40

Providing and fixing Pre -laminated medium density fibre board
exteriorgrade (Grade-I) IS:14587:1998 marked, to frame, backing
23 9.156 or studdingwith screws etc. complete ( Frames, backing or
studding to be paid separately).

Pre-laminated with decorative lamination on both side exterior

9.156.1 Grade - I MDF Board 12 mm thick conforming to IS:14587 37.88 sqm 700.55 26536.83

Providing and fixing stainless steel ( Grade 304) railing made of

Hollow tubes, channels, plates etc., including welding, grinding,
buffing, polishing and making curvature (wherever required) and
fitting the same with necessary stainless steel nuts and bolts
complete, i/c fixing the railing with necessary accessories &
stainless steel dash fasteners , stainless steel bolts etc., of
required size, on the top of the floor or the side of waist slab
24 10.28 with suitable arrangement as per approval of Engineer-incharge, 155.23 kg 472.4 73331.60
(for payment purpose only weight of stainless steel members
shall be considered excluding fixing accessories such as nuts,
bolts, fasteners etc.).

Providing and fixing 10 mm thick acid and/or alkali resistant tiles

of approved make and colour using acid and/or alkali resisting
mortar bedding, and joints filled with acid and/or alkali resisting
25 11.21` cement as per IS : 4457, complete as per the direction of
Engineer-in- Charge.

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof

11.21.1 cement : 4 coarse sand)
11.21.1.1 Acid and alkali resistant tile 41.47 sqm 1073.35 44511.82
Kota stone slab flooring over 20 mm (average) thick base laid
over and jointed with grey cement slurry mixed with pigment to
match the shade of the slab, including rubbing and polishing
26 11.26 complete with base of cement mortar 1 : 4 (1 cement : 4 coarse
sand) :

11.26.1 25mm thick 22.93 sqm 1158.1 26555.23

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and
pillars laid on 12 mm (average) thick cement mortar 1:3 (1
cement: 3 coarse sand) and jointed with grey cement slurry
27 11.27 mixed with pigment to match the shade of the slabs, including 79.02 sqm 1238.2 97842.56
rubbing and polishing complete.

Extra for pre finished nosing in treads of steps of Kota stone/

28 11.31 sand stone slab. 9.60 metre 84.85 814.56
Providing and fixing Glass mossaic tiles on finished plain wall
surface of size 20 mm x 20 mm x 4 mm in all colour, design ,
fixing in approved design. The glass mosaic tiles shall be fixed on
29 11.53 the wall surface with the help of approved adhesive applied at 269.95 sqm 1603.75 432932.31
the rate of 2.5 kg per sqm and grouting of the same. All
completed as per direction of Engineer-incharge.

Painting top of roofs with bitumen of approved quality @ 17kg

per 10 sqm impregnated with a coat of coarse sand at 60 cudm
per 10 sqm, including cleaning the slab surface with brushes and
30 12.15 finally with a piece of cloth lightly soaked in kerosene oil
complete :

12.15.1 With residual type petroleum bitumen of grade VG -10 138.07 sqm 102.5 14152.18
 Providing and laying brick tiles over mumty roofs, grouted with
cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of
integral water proofing compound by weight of cement, over 12
31 12.19 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and
finished neat:

With common burnt clay F.P.S. (non modular) brick tiles of class
12.19.1 designation 10 138.07 sqm 426.7 58914.47
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 stone aggregate 10 mm and down gauge),
32 12.21 including finishing with cement mortar 1:3 (1 cement : 3 fine
sand) as per standard design :

12.21.1 In 75x75 mm deep chase 51.08 metre 153 7815.24

Making khurras 45x45 cm with average minimum thickness of 5
cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1
m x 400 micron, finished with 12 mm cement plaster 1:3 (1
33 12.22 cement : 3 coarse sand) and a coat of neat cement, rounding the 4.00 each 187.6 750.40
edges and making and finishing the outlet complete.

Providing and fixing on wall face unplasticised Rigid PVC rain

water pipes conforming to IS : 13592 Type A, including jointing
34 12.41 with seal ring conforming to IS : 5382, leaving 10 mm gap for
thermal expansion, (i) Single socketed pipes.

12.41.2 110mm dia 18.00 metre 236.35 4254.30

Providing and fixing on wall face unplasticised - PVC moulded
fittings/ accessories for unplasticised Rigid PVC rain water pipes
conforming to IS : 13592 Type A, including jointing with seal ring
35 12.42 conforming to IS : 5382, leaving 10 mm gap for thermal
expansion.

12.42.5 Bend 87.5°

12.42.5.2 110 mm bend 2.00 each 113.1 226.20
36 13.4 12 mm cement plaster of mix :
13.4.2 1:6 (1 cement: 6 coarse sand) 717.36 sqm 168.25 120695.82
37 13.16 6 mm cement plaster of mix : 95.56 sqm 143.8 13741.53
38 13.18 Neat cement punning. 31.60 sqm 42.6 1346.16
39 13.37 White washing with lime to give an even shade :
13.37.1 New work (three or more coats) 463.95 sqm 17.25 8003.14
40 16.3 Supplying and stacking at site.
16.3.9B of filling material for under floor 64.35 Cum. 332.55 21399.59
Providing and fixing water closet squatting pan (Indian type W.C.
pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level
white P.V.C. flushing cistern, including flush pipe, with manually
41 17.1 controlled device (handle lever) conforming to IS : 7231, with all
fittings and fixtures complete, including cutting and making good
the walls and floors wherever required:

White Vitreous china Orissa pattern W.C. pan of size 580x440

17.1.1 mm with integral type foot rests 12 each 3494.2 41930.40
Providing and fixing white vitreous china pedestal type water
closet (European type W.C. pan) with seat and lid, 10 litre low
level white P.V.C. flushing cistern, including flush pipe, with
42 17.2 manually controlled device (handle lever), conforming to IS :
7231, with all fittings and fixtures complete, including cutting
and making good the walls and floors wherever required :

17.2.2 W.C. pan with ISI marked black solid plastic seat and lid 2 each 3395.45 6790.90
Providing and fixing white vitreous china flat back half stall urinal
of size 580x380x350 mm with white PVC automatic flushing
cistern, with fittings, standard size C.P. brass flush pipe,
spreaders with unions and clamps (all in C.P. brass) with waste
fitting as per IS : 2556, C.I. trap with outlet grating and other
43 17.5 couplings in C.P. brass, including painting of fittings and cutting
and making good the walls and floors wherever required :
 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing 2 each 6187.4 12374.80
Providing and fixing 8 mm diacistern
C.P. / S.S. Jet with flexible tube
upto 1 metre long with S.S. triangular plate to Eureopean type
44 17.16A W.C. of quality and make as approved by Engineer - in - charge. 2 each 254.8 509.60

Providing and fixing wash basin with C.I. brackets, 15 mm C.P.

brass pillar taps, 32 mm C.P. brass waste of standard pattern,
45 17.7 including painting of fittings and brackets, cutting and making
good the walls wherever require:

White Vitreous China Wash basin size 550x400 mm with a pair of

17.7.3 15 mm C.P. brass pillar taps 7 each 2095.3 14667.10
Providing and fixing P.V.C. waste pipe for sink or wash basin
46 17.28 including P.V.C. waste fittings complete.
17.28.1 Semi rigid pipe
17.28.1.1 32 mm dia 7 each 75.6 529.20
Providing and fixing 100 mm sand cast Iron grating for gully trap.
47 17.29 16 each 29.25 468.00
Providing and fixing 600x450 mm beveled edge mirror of
superior glass (of approved quality) complete with 6 mm thick
48 17.31 hard board ground fixed to wooden cleats with C.P. brass screws 7.00 each 817.95 5725.65
and washers complete

49 17.35 Providing and fixing soil, waste and vent pipes :

17.35.1 100 mm dia
17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 125.00 metre 862.8 107850.00
Providing and fixing bend of required degree with access door,
50 17.38 insertion rubber washer 3 mm thick, bolts and nuts complete.
17.38.1 100 mm dia
17.38.1.1 Sand cast iron S&S as per IS - 1729 14.00 each 340.75 4770.50
51 17.39 Providing and fixing plain bend of required degree.
17.39.1 100 mm dia
17.39.1.1 Sand cast iron S&S as per IS - 1729 14.00 each 433.7 6071.80
52 17.40 Providing and fixing heel rest sanitary bend
17.40.1 100 mm dia
17.40.1.1 Sand cast iron S&S as per IS - 1729 14.00 each 317.55 4445.70
Providing and fixing double equal junction of required degree
53 17.41 with access door, insertion rubber washer 3 mm thick, bolts and
nuts complete :
17.41.1 100x100x100x100 mm
17.41.1.1 Sand cast iron S&S as per IS - 1729 5.00 each 686.65 3433.25
Providing and fixing single equal plain junction of required
54 17.43 degree with access door, insertion rubber washer 3 mm thick,
bolts and nuts complete
17.43.1 100x100x100 mm
17.43.1.1 Sand cast iron S&S as per IS - 1729 10.00 each 484.8 4848.00
55 17.56 Providing and fixing terminal guard :
17.56.1 100 mm
17.56.1.1 Sand cast iron S&S as per IS - 1729 20.00 each 247.85 4957.00
56 17.57 Providing and fixing collar :
17.57.1 100 mm
17.57.1.1 Sand cast iron S&S as per IS - 1729 82.00 each 187.45 15370.90
Providing lead caulked joints to sand cast iron/centrifugally cast
57 17.58 (spun) iron pipes and fittings of diameter :
17.58.1 100 mm 42.00 each 309.95 13017.90
Providing and fixing M.S. stays and clamps for sand cast iron/
58 17.59 centrifugally cast (spun) iron pipes of diameter :
17.59.1 100 mm 16 each 62 992.00
Providing and fixing trap of self cleansing design with screwed
59 17.60 down or hinged grating with or without vent arm complete,
including cost of cutting and making good the walls and floors :
17.60.1 100 mm inlet and 100 mm outle
17.60.1.2 Sand Cast Iron S&S as per IS: 1729 4 each 848.6 3394.40
 Providing and fixing PTMT liquid soap container 109 mm wide,
125 mm high and 112 mm distance from wall of standard shape
60 17.71 with bracket of the same materials with snap fittings of 4 each 137.85 551.40
approved quality and colour, weighing not less than 105 gms.

Providing and fixing PTMT towel rail complete with brackets

61 17.73 fixed to wooden cleats with CP brass screws with concealed
fittings arrangement of approved quality and colour.
600 mm long towel rail with total length of 645 mm, width 78
17.73.2 mm and effective height of 88 mm, weighing not less than 190 4 each 422.7 1690.80
gms
Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-
AL-PE) Composite Pressure Pipes conforming to IS - 15450, U.V.
stabilized with carbon black having thermal stability for hot &
cold water supply, capable to withstand temperature up to 80°C,
including all special fittings of composite material (engineering
62 18.1 plastic blend and brass inserts wherever required) e.g. elbows,
tees, reducers, couplers & connectors etc., with clamps at 1.00
metre spacing. This includes testing of joints complete as per
direction of the Engineer in charge.

18.1.1 1216 (16 mm OD) pipe 50.00 metre 175.4 8770.00

18.1.2 1620 (20 mm OD) pipe 50.00 metre 207.85 10392.50
18.1.3 2025 (25 mm OD) pipe 80.00 metre 264.5 21160.00
18.1.4 2532 (32 mm OD) pipe metre 50.00 metre 349.45 17472.50
total
Providing and fixing Polyethelene-Aluminium- Polyethelene
(PEALPE) Composite Pressure Pipes conforming to IS - 15450,
U.V. stabilized with carbon black having thermal stability for hot
& cold water supply, capable to withstand temperature up to
80°C, including all special fittings of composite material
(engineering plastic blend and brass inserts wherever required)
e.g. elbows, tees, reducers, couplers & connectors etc., with
63 18.2 clamps at 1.00 metre spacing. This includes the costs of cutting
chases and including testing of joints complete as per direction
of the engineer in charge. CONCEALED WORK, including cutting
chases and making good the wall etc

18.2.1 1216 (16 mm OD) pipe 50.00 metre 301.1 15055.00

18.2.2 1620 (20 mm OD) pipe 50.00 metre 333.6 16680.00
total
Providing and fixing Polyethelene-Aluminium- Polyethelene (PE-
AL-PE) Composite Pressure Pipes conforming to IS - 15450, U.V.
stabilized with carbon black having thermal stability for hot &
cold water supply, capable to withstand temperature up to 80°C,
including all special fittings of composite material (engineering
64 18.3 plastic blend and brass inserts wherever required) e.g. elbows,
tees, reducers, couplers & connectors etc., with trenching,
refilling and testing of joints complete as per direction of the
engineer in charge.

18.3.1 1216 (16 mm OD) pipe 50.00 metre 161.4 8070.00

18.3.2 1620 (20 mm OD ) pipe 80.00 metre 185.55 14844.00
18.3.3 2025 (25 mm OD ) pipe 50.00 metre 233.9 11695.00
18.3.4 2532 (32 mm OD ) pipe 50.00 metre 304.85 15242.50
total
Providing and fixing gun metal gate valve with C.I. wheel of
65 18.17 approved quality (screwed end) :
18.17.1 25 mm nominal bore 2 each 428.2 856.40
18.17.1A 20 mm nominal bore 2 each 396.55 793.10
18.17.2 32 mm nominal bore. 2 each 500.7 1001.40
total
Providing and fixing ball valve (brass) of approved quality, High
66 18.18 or low pressure, with plastic floats complete :
18.18.1 15 mm nominal bore 2 each 287.25 574.50
18.18.2 20 mm nominal bore 2 each 327.05 654.10
total
 Providing and fixing uplasticised PVC connection pipe with brass
67 18.21 unions :
18.21.1 30 cm length
18.21.1.1 15 mm nominal bore 34 each 59.4 2019.60
Providing and fixing G.I. Union in G.I. pipe including cutting and
68 18.46 threading the pipe and making long screws etc. complete (New
work) :
18.46.1 15 mm nominal bore 15 each 147.75 2216.25
18.46.2 20 mm nominal bore 10 each 170.95 1709.50
18.46.3 25 mm nominal bore 10 each 205.8 2058.00
18.46.4 32 mm nominal bore 5 each 240.65 1203.25
total
Providing and placing on terrace (at all floor levels) polyethylene
water storage tank, IS : 12701 marked, with cover and suitable
locking arrangement and making necessary holes for inlet, outlet
69 18.48 and overflow pipes but without fittings and the base support for
tank.

18.48A Circular tank 2000 litre 7.25 14500.00

Providing and fixing C.P. brass long nose bib cock of approved
70 18.50 quality conforming to IS standards and weighing not less than
810 gms.
18.50.1 15 mm nominal bore 25 each 555.3 13882.50
Providing and fixing C.P. brass stop cock (concealed) of standard
71 18.52 design and of approved make conforming to IS:8931.
8.52.1 15 mm nominal bore 34 each 545.95 18562.30
Cutting holes up to 30x30 cm in walls including making good the
72 18.76 same:
18.76.1 With common burnt clay F.P.S. (non modular) bricks 20 each 219.2 4384.00
Cutting holes up to 15x15 cm in R.C.C. floors and roofs for
passing drain pipe etc. and repairing the hole after insertion of
drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse
73 18.77 sand : 4 graded stone aggregate 20 mm nominal size), including 50 each 209.25 10462.50
finishing complete so as to make it leak proof

Providing and fixing required Stainless Steel Fitting of press fit

design of grade AISI 304 conforming to JWWA G116 standard
with V-profile or M-profile and with O-ring sealing gasket of
74 18.87 EPDM material of required dia as per direction of Engineer-in-
charge. Coupling/Socket

18.87.1 For 15.88 mm outer dia pipe 40 each 48.8 1952.00

18.87.2 For 22.22 mm outer dia pipe 10 each 73.15 731.50
total
Providing and fixing required Stainless Steel Fitting of press fit
design of grade AISI 304 conforming to JWWA G116 standard
with V-profile or M-profile and with O-ring sealing gasket of
EPDM material of providing and fixing required Stainless Steel
Fitting of press fit design of grade AISI 304 conforming toJWWA
75 18.88 G116 standard with V-profile or M-profile and with O-ring
sealing gasket of EPDM material of required dia as per dirction of
Engineer-in-charge.

18.88.1 For 22.22 mm x 15.88 mm outer dia pipe 20 each 119.65 2393.00
Providing and fixing required Stainless Steel Fitting of press fit
design of grade AISI 304 conforming to JWWA G116 standard
with V-profile or M-profile and with O-ring sealing gasket of
76 18.101 EPDM material of required dia as per direction of Engineer-in-
charge. Cap

18.101.1 For 15.88 mm outer dia pipe 40 each 52.25 2090.00

18.101.2 For 22.22 mm outer dia pipe 10 each 74.35 743.50
total
 Providing and fixing required Stainless Steel Fitting of press fit
design of grade AISI 304 conforming to JWWA G116 standard
with V-profile or M-profile and with O-ring sealing gasket of
77 18.102 EPDM material of required dia as per direction of Engineer-in-
charge. Pipe Bridge

18.102.1 For 15.88 mm outer dia pipe 10 each 248.55 2485.50

18.102.2 For 22.22 mm outer dia pipe 10 each 314.75 3147.50
total
Providing, laying and jointing glazed stoneware pipes class SP-1
78 19.1 with stiff mixture of cement mortar in the proportion of 1:1 (1
cement : 1 fine sand) including testing of joints etc. complete :
19.1.2 150 mm diameter 30 metre 327.05 9811.50
Providing and laying cement concrete 1:5:10 (1 cement : 5
coarse sand : 10 graded stone aggregate 40 mm nominal size)
79 19.2 all-round S.W. pipes including bed concrete as per standard
design :

19.2.2 150 mm diameter S.W. pipe 30 metre 761.85 22855.50

Providing and fixing square-mouth S.W. gully trap class SP-1
complete with C.I. grating brick masonry chamber with water
tight C.I. cover with frame of 300 x300 mm size (inside) the
80 19.4 weight of cover to be not less than 4.50 kg and frame to be not
less than 2.70 kg as per standard design:

19.4.1 100x100 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class
19.4.1.1 designation 7.5 4 each 1602.4 6409.60
Providing and laying non-pressure NP2 class (light duty) R.C.C.
pipes with collars jointed with stiff mixture of cement mortar in
81 19.6 the proportion of 1:2 (1 cement : 2 fine sand) including testing of
joints etc. complete :

19.6.4 300 mm dia. R.C.C. pipe 20 metre 518.55 10371.00

Constructing brick masonry manhole in cement mortar 1:4 ( 1
cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size), foundation concrete 1:4:8 mix (1 cement : 4
coarse sand : 8 graded stone aggregate 40 mm nominal size),
inside plastering 12 mm thick with cement mortar 1:3 (1
cement : 3 coarse sand) finished with floating coat of neat
82 19.7 cement and making channels in cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) finished with a floating coat of neat cement
complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover with

frame (light duty) 455x610 mm internal dimensions, total weight
19.7.1 of cover and frame to be not less than 38 kg (weight of cover 23
kg and weight of frame 15 kg) :

With common burnt clay F.P.S. (non modular) bricks of class

19.7.1.1 designation 7.5 4 each 8634.1 34536.40
Constructing brick masonry circular type manhole 0.91 m
internal dia at bottom and 0.56m dia at top in cement mortar 1:4
(1 cement : 4 coarse sand), inside cement plaster 12 mm thick
with cement mortar 1:3 (1 cement : 3 coarse sand) finished with
a floating coat of neat cement, foundation concrete 1:3:6 mix (1
cement : 3 coarse sand : 6 graded stone aggregate 40 mm
83 19.9 nominal size), and making necessary channel in cement concrete
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size) finished with a floating coat of neat cement,
all complete as per standard design :
 0.91 m deep with SFRC cover and frame (heavy duty, HD20
grade designation) 560 mm internal diameter conforming to I.S.
12592, total weight of cover and frame to be not less than 182
kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size) including
19.9.1 centering, shuttering all complete. (Excavation, foot rests and
12mm thick cement plaster at the external surface shall be paid
for separately) :

With common burnt clay F.P.S. (non modular) bricks of class

19.9.1.1 designation 7.5 1 each 8683.75 8683.75
Providing orange colour safety foot rest of minimum 6 mm thick
plastic encapsulated as per IS : 10910, on 12 mm dia steel bar
conforming to IS: 1786, having minimum cross section as 23
mmx25 mm and over all minimum length 263 mm and width as
165 mm with minimum 112 mm space between protruded legs
having 2 mm tread on top surface by ribbing or chequering
besides necessary and adequate anchoring projections on tail
length on 138 mm as per standard drawing and suitable to with
stand the bend test and chemical resistance test as per
84 19.16 specifications and having 1 each 327.9 327.90
manufacture's permanent identification mark to be visible even
after fixing, including fixing in manholes with 30x20x15 cm
cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded
stone aggregate 20 mm nominal size) complete as per design.

Providing and fixing in position pre-cast R.C.C. manhole cover

85 19.19 and frame of required shape and approved quality
19.19.3 H D - 20
19.19.3.1 Circular shape 560 mm internal diameter 1 each 1300.95 1300.95
Making connection of drain or sewer line with existing manhole
including breaking into and making good the walls, floors with
cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) cement plastered on both
86 19.21 sides with cement mortar 1:3 (1 cement : 3 coarse sand),
finished with a floating coat of neat cement and making
necessary channels for the drain etc. complete :

19.21.2 For pipes 250 to 300 mm diameter 20 each 463.45 9269.00

Constructing brick masonry road gully chamber 50x45x60 cm
with bricks in cement mortar 1:4 (1 cement : 4 coarse sand)
87 19.27 including 500x450 mm pre-cast R.C.C. horizontal grating with
frame complete as per standard design :

With common burnt clay F.P.S. (non modular) bricks of class

19.27.1 designation 7.5 4.00 each 4043.10 16172.40
Providing and supplying aluminium extruded tubular and other
aluminium sections as per the architectural drawings and
approved shop drawings , the aluminium quality as per grade
6063 T5 or T6 as per BS 1474,including super durable powder
coating of 60-80 microns conforming to AAMA 2604 of required
colour and shade as approved by the Engineer-in-Charge. (The
88 25.1 item includes cost of material such as cleats, sleeves, screws etc. 367.67 kg 338.25 124364.38
necessary for fabrication of extruded aluminium frame work.
Nothing extra shall be paid on this account).

fixing of 3mm translucent white acrylic sheets pans in steel

window or clear storey window shutter with self laping screws of
89 App. 0.10 size 10x3mm, including drilling whereever necessary as directed 4.00 sqm 976.90 3907.60
by e-in-c

15.7
Demolishing brick work manually/ by mechanical means
90 including stacking of serviceable material and disposal of
unserviceable material within 50 metres lead as per direction of
Engineer-in-charge.
15.7.4 In cement mortar 20.20 cum 842.75 17019.34
 15.28 Dismantling roofing including ridges, hips, valleys and gutters
91
etc., and stacking the material within 50 metres lead of:
15.28.2 asbestos sheet 12 sqm 32.85 394.20
Providing and fixing 1mm thick M.S. sheet door with frame of
40x40x6 mm angle iron and 3 mm M.S. gusset plates at the
92 10.5 junctions and corners, all necessary fittings complete, including
applying a priming coat of approved steel primer.

10.5.1 Using M.S. angles 40x40x6 mm for diagonal braces 25.20 sqm 2870.25 72330.30
Providing and fixing M.S. grills of required pattern in frames of
windows etc. with M.S. flats, square or round bars etc. including
93 9.48 priming coat with approved steel primer all complete.

9.48.1 Fixed to steel windows by welding 93.91 kg 104.65 9827.68

Providing and fixing T-iron frames for doors, windows and
ventilators of mild steel Tee-sections, joints mitred and welded,
94 10.13 including fixing of necessary butt hinges and screws and applying
a priming coat of approved steel primer.

Fixing with 15x3 mm lugs 10 cm long embedded in cement

10.13.1 concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse 235.27 kg 74.05 17422.00
sand : 6 graded stone aggregate 20 mm nominal size)
Steel work welded in built up sections/ framed work, including
95 10.25 cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer using structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates 100 kg 85.95 8595.00
and similar works
96 13.50 applying prime coat
With ready mixed pink or Grey primer of approved brand and
13.50.1 25.20 sqm 34.95 880.74
manufacture on wood work (hard and soft wood)
Painting with synthetic enamel paint of approved brand and
97 13.61 manufacture to give an even shade :
13.61.1 Two or more coats on new work 25.20 sqm 78.4 1975.68
Designing, fabricating, testing, installing and fixing in position
Curtain Wall with Aluminium Composite Panel Cladding, with
98 25.7 open grooves for linear as well as curvilinear portions of the 70.98 sqm 3405.9 241750.78
building , for all heights and all levels etc. including:

Total 3836247.58
 Door and Ventilation Frame Sections
Sr. No. Decription Partition Name Jindal Section No. No. L(m) Weght Per (Kg/Meter) Total Weight(Kg) Weight
Horizontal Side 19504 1 2.5 1.324 3.31
1 Door -D 8.3412
Vertical Side 19504 2 1.90 1.324 5.0312

Horizontal Side 19504 1 1.00 1.324 1.324

2 Door -D1 6.3552
Vertical Side 19504 2 1.90 1.324 5.0312

Horizontal Side 19504 1 0.75 1.324 0.993

2 Door -D2 6.0242
Vertical Side 19504 2 1.90 1.324 5.0312

Horizontal Rail 19576 2 0.60 1.324 1.5888

4 Ventilation-V1 2.5156
Vertical Style 19576 2 0.35 1.324 0.9268

Horizontal Rail 20090 2 1.00 1.324 2.648

5 Ventilation-V2 3.5748
Vertical Style 20090 2 0.35 1.324 0.9268

Horizontal Rail 20090 2 1.50 1.324 3.972

6 Ventilation-V3 4.8988
Vertical Style 20090 2 0.35 1.324 0.9268

Door and Ventilation Shutter Sections

Horizontal Rail 20090 2 1.25 1.769 4.4225
1 Door -D Vertical Style 20090 2 1.90 1.769 6.7222 15.06435
Lock Rail 21260 1 1.05 3.733 3.91965

Horizontal Rail 20090 2 1.00 1.769 3.538

2 Door -D1 Vertical Style 20090 2 1.90 1.769 6.7222 13.2466
Lock Rail 21260 1 0.8 3.733 2.9864

Horizontal Rail 20090 2 0.75 1.769 2.6535

2 Door -D2 Vertical Style 20090 2 1.90 1.769 6.7222 11.42885
Lock Rail 21260 1 0.55 3.733 2.05315

Horizontal Rail 19576 2 0.35 0.537 0.3759

4 Ventilation-V1 0.6981
Vertical Style 19576 2 0.30 0.537 0.3222

Horizontal Rail 20090 2 0.70 0.537 0.7518

5 Ventilation-V2 1.074
Vertical Style 20090 2 0.30 0.537 0.3222

Horizontal Rail 20090 2 0.90 0.537 0.9666

6 Ventilation-V3 1.2888
Vertical Style 20090 2 0.30 0.537 0.3222