NIT Schedule for Construction of Stadium & Labeling work in
Kusum Mahavidhyalay College Ground
PAC
–
56.31 lakhs
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1
2
3
4
1
-
16.2 Boring, providing and installing bored cast
-
in
-
situ
reinforced
cement concrete pile of specified diameter and
length below the pile cap M
35 in cement concrete, to carry a safe working load not less
than specified, excluding the cost of steel reinforcement but
including the cost of boring with, bentonite solution and
temporary casing of appropriate length for setting out and
removal of same and the length of the pile to be embedded in
the pile cap etc. all complete, including removal of excavated
earth with all lifts and leads (Length of pile for payment shall
be measu
red upto bottom of pile cap).
16.2.1 300 mm dia piles
481.8
582.00
280407.00
2
-
5.9 Centering and shuttering including strutting, propping
etc. and removal of
form for :
5.9.2 Walls (any thickness) including attached pilasters
butteresse s, plinth beams
and string courses etc.up to plinth level.
0.00
Plinth beam
Horizontal
47.72
128.16
0.00
Vertical
14.96
44.88
2.16
6.48
0.00
Roof beam horizontal
42.72
128.16
0.00
Vertical
14.96
44.88
0.00
Total
470.08
222.00
104358.00
5
.
9.3 Suspended
floors, roofs, landings, balconies and
access platform. helves
(Cast in situ) Lintels, beams, beams, girders, bressumers and
cantilevers,
Columns, Pillars, Posts and Struts Walls in super structure.
0.00
Column
3.96
7.92
7.92
7.92
13.86
11.88
19.8
15.84
25.74
19.8
134.64
229.00
30833.00
5
.
9.3 Suspended floors, roofs, landings, balconies and
access platform. helves
(Cast in situ) Lintels, beams, beams, girders, bressumers and
cantilevers,
Columns, Pillars, Posts and Struts Walls in super structure
.
0.00
Slab
185.12
0.00
Step slab
6.94
0.00
Wall
53.4
0.00
245.468
229.00
56212.00
5.1 Providing and laying in position specified grade of
reinforced cement concrete excluding the cost of centering,
shuttering, finishing and reinforcement
-
All work up to plinth
level :
5.1.1 Cement concrete grade M
-
20 (Nominal Mix) with 20
mm maximum size
of stone aggregate.
0.00
P beam horizontal
12.81
0
Vertical
2.44
0.00
15.25
4526.00
69021.00
5.2 Reinforced cement concrete work in walls (any
thickness),including attached pilasters, buttresses, plinth and
string courses, fillets,columns, pillars, piers, abutments, posts
and struts etc. up to floor two level excluding cost of
centering, shutterin
g, finishing and reinfor cement
5.2.1 Cement concrete grade M
-
20 (Nominal Mix) with 20
mm maximum size
of stone aggregate.
0.00
Roof beam horizontal
12.81
0.00
Vertical
2.44
0.64
0.00
Column
1.18
1.18
1.78
2.37
2.97
0.00
Slab
23.14
0.00
Slab for step
1.00
0.00
Steps
0.50
0.00
Curtain Wall
4.00
0.00
54.01
4969.00
268376.00
5.20 Reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all complete.
5.20.3 Cold twisted bars
Qty of
item 5
-
15.25 m
3
Qty of item 6
–
54.01 m
3
Q
ty
of pile
132X7.85(30)2X3.65=34.03
Total 103.29 @ 150 kg/cum = 15493.5
15493.5
48.00
743688.00
13.16 6 mm cement plaster of mix :
13.16.1 1:3 (1 cement: 3 fine sand)
90.00
4.05
94.05
79.00
7430.00
11.26 Kota stone slab 25mm thick flooring over 20 mm
(average) thick base laid
160.0
48.00
771.00
160368.00
over and jointed with grey cement slurry mixed with pigment
to match the shade of the slab including rubbing and
polishing complete with base of
cement mortar (1 cement : 4
course sand) 1 : 4 (minimum size of kota
stone 0.25 sqm)
208.00
13.39 Colour washing such as green, blue or buff to give an
even shade
13.39.1 New work (two or more coats) with a base coat of
white washing with lime
Qty of item no.8
–
94.05 m
2
94.05
11.00
1034.00
1721727
.00
1721700.00
O
ne unit cost =
1721700
hence to
3
X
1721700
=
5165100
.00 say Rs
-
5165100
.00
Labeling work in Kusum Mahavidhyalay College Ground
PART
-
B
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6
7
8
3.11 Construction of Embankment/Sub grade/ earth shoulders, as
per clause 305 & its sub
-
clauses, Where required but with approved
materials/soil like morrum CBR value not less then 7% i/c all lead &
lifts
i/c excavation, cost of watering,
compaction and maintenance of surface during construction to
ensure shedding & preventing ponding of water (clause 305.3.6)
shaping & dressing (clause 305.3.7), finishing etc. complete but
excluding scarifying existing
gra
nular/bituminous road surface vide clause 305.6.
3025.00
154.00
465850.00
Total Rs.
Say Rs.
46585
0.00
465900.00
PART A
-
5165100.00
PART B
–
465900.00
Total
-
5631000
.00
CMO
Sub Engineer
Seoni
–
Malwa
Seoni
–
Malwa
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