INDIAN INSTITUTE OF TECHNOLOGY KANPUR
NIT No. 21/Civil/D2/2020-21/03
Name of Work:-Construction of shed encloser behind CL-205C for storage
of gas cylinder & chemicals.
SCHEDULE OF QUANTITY
Rate in
Item.No Description of Items Qty Unit Figures in Amount
Rupees
1 EARTH WORK
1.1 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 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.
1.1.1 All kinds of soil. 3.35 cum 221.21 741.00
1.2 Filling available excavated earth (excluding rock) in trenches, 3.35 cum 192.59 645.00
plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift upto 1.5 m.
2 CONCRETE WORK
2.1 Providing and laying cement concrete in retaining
walls, return walls, walls (any thickness) including
attached pilasters, columns, piers, abutments,
pillars, posts, struts, buttresses, string or lacing
courses, parapets, coping, bed blocks, anchor
blocks, plain window sills, fillets, sunken floor
etc., up to floor five level, excluding the cost of
centering, shuttering and finishing :
2.1.1 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural 0.33 cum 7870.62 2597.00
sources : 3 graded stone aggregate 20 mm nominal size derived
from natural sources).
2.2 Providing and laying damp-proof course 40mm 3 sqm 305.04 915.00
thick with cement concrete 1:2:4 (1 cement : 2
coarse sand derived from natural sources): 4
graded stone aggregate 12.5mm nominal
size derived from natural sources)
2.3 Extra for providing and mixing water proofing material in cement 1 per 49.58 50.00
concrete work in doses by weight of cement as per manufacturer's 50kg
specification. cement
2.4 Providing & applying a coat of residual petroleum bitumen of 3 sqm 96.44 289.00
grade of VG-10 of approved quality using 1.7kg per square metre
on damp proof course after cleaning the surface with brushes and
finally with apiece of cloth lightly soaked in kerosene oil.
Making plinth protection 50mm thick of cement 7 sqm 538.4 3769.00
concrete 1:3:6 (1 cement : 3 coarse sand derived
from natural sources : 6 graded stone aggregate
20 mm nominal size derived from natural
sources) over 75mm thick bed of dry brick ballast
40 mm nominal size, well rammed and
consolidated and grouted with fine sand, including
necessary excavation, levelling & dressing &
2.5 finishing the top smooth.
3 MASONRY WORK
3.1 Brick work with common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 in foundation and plinth in:
3.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) 2.6 cum 5398.9 14037.00
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Rate in
Item.No Description of Items Qty Unit Figures in Amount
Rupees
3.2 Brick work with common burnt clay selected F.P.S. (non modular)
bricks of class designation 7.5 in exposed brick work including
making horizontal and vertical grooves 10 mm wide 12 mm deep
complete in cement mortar 1:6 (1 cement : 6 coarse sand)
3.2.1 Above plinth level upto floor V level 7.08 cum 6867.16 48619.00
3.3 Brick edging 7cm wide 11.4 cm deep to plinth protection with 11.12 metre 45.59 507.00
common burnt clay F.P.S. (non modular) bricks of class designation
7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine
sand).
4 WOOD AND PVC WORK
4.1 Providing and fixing ISI marked oxidised M.S. sliding door bolts
with nuts and screws etc. complete :
4.1.1 300x16 mm 1 each 160.71 161.00
4.2 Providing and fixing ISI marked oxidised M.S. handles conforming
to IS:4992 with necessary screws etc. complete :
4.2.1 125 mm 4 each 30.55 122.00
5 STEEL WORK
5.1 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
junctions and corners, all necessary fittings complete, including
applying a priming coat of approved steel primer.
5.1.1 Using M.S. angels 40x40x6 mm for diagonal braces 2.1 sqm 3882.63 8154.00
5.2 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 and applying a
priming coat of approved steel primer.
5.2.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement 31 kg 93.33 2893.00
concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size).
5.3 Steel work welded in built up sections/ framed work, including
cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer using structural steel etc. as required.
5.3.1 In gratings, frames, guard bar, ladder, railings, brackets, gates and 120 kg 114.86 13783.00
similar works
6 FLOORING
6.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate) finished with a floating coat of neat
cement, including cement slurry, but excluding the cost of nosing
of steps etc. complete.
6.1.1 40 mm thick with 20 mm nominal size stone aggregate 9.3 sqm 436.95 4064.00
6.2 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 0.6 cum 6431.47 3859.00
4 graded stone aggregate 20 mm nominal size), including finishing
complete.
6.3 Providing and fixing glass strips in joints of terrazo/ cement
concrete floors.
6.3.1 40 mm wide and 4 mm thick 24 metre 65.89 1581.00
7 ROOFING
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Rate in
Item.No Description of Items Qty Unit Figures in Amount
Rupees
7.1 Providing & fixing UV stabilised fiberglass reinforced plastic sheet
roofing up to any pitch, including fixing with polymer coated 'J' or
'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers
complete but excluding the cost of purlins, rafters, trusses etc. The
sheets shall be manufactured out of 2400 TEX panel rovigs
incorporating minimum 0.3% ultra-violet stabiliser in resin system
under approximately 2400 psi and hot cured. They shall be of
uniform pigmentation and thickness without air pockets and shall
conform to IS 10192 and IS 12866.The sheets shall be opaque or
translucent, clear or pigmented, textured or smooth as specified.
7.1.1 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" 16.81 sqm 960.28 16142.00
or 6" ) as specified
8 FINISHING
8.1 12 mm cement plaster of mix :
8.1.1 1:6 (1 cement: 6 coarse sand) 7.5 sqm 231.08 1733.00
8.2 15 mm cement plaster on rough side of single or half brick wall of
mix:
8.2.1 1:6 (1 cement: 6 coarse sand) 31 sqm 266.46 8260.00
8.3 Pointing on brick work or brick flooring with cement mortar 1:3 (1
cement : 3 fine sand):
8.3.1 Flush / Ruled/ Struck or weathered pointing 34 sqm 167.95 5710.00
8.4 Finishing walls with Acrylic Smooth exterior paint of required
shade :
8.4.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and 72.5 sqm 144.41 10470.00
including priming coat of exterior primer applied @ 2.20 kg/10
sqm)
8.5 Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :
8.5.1 Two or more coats on new work 10.3 sqm 106.57 1098.00
9 NEW TECHNOLOGIES AND MATERIALS
9.1 Providing and fixing hard drawn steel wire fabric of size 75 x25 1.15 sqm 702.93 808.00
mm mesh or other suitable size wire mesh to be fixed & firmly
anchored to the concrete surface by means of "L" shaped mild
steel shear key welded with existing reinforcement including the
cost of materials, labour, tool & plants as approved by Engineer-
in-charge.
10 MINOR CIVIL MAINTENANCE WORK:
10.1 "Providing and laying in position cement concrete of specified 2.32 Cum 4912.4 11397.00
grade excluding the cost of centering and shuttering - All work up
to plinth level :
1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural
sources: 10 graded brick aggregate 40 mm nominal size derived
from natural sources)
Total Estimated cost without GST put to tender 162404.00
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