NIT Schedule for Construction of Stadium & Labeling work in Kusum Mahavidhyalay College Ground

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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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