OFFICE OF THE KRISHI UPAJ MANDI ALOT DISST.RATLAM
Check Post In Main mandi prangan
.
“SHCEDULE OF ITEM
[COST IN N.I.T.—Rs.4.58 lac ]
S.
No
.
1
Ch-no
of
S.O.R
.
2
S.no.
of
S.O.R.
3
1
Ch-II
2.6.1
2
Ch-II
2.10
3
Ch-IV
4.1.2.3
4
Ch-V
5.1.1
5
Ch-V
5.16.3
6
Ch-V
5.9.1
7
Ch-V
5.1.1
8
Ch-VI
6.3.1
,6.5
Particulars of Item of work as per S.O.R.
4
Earth work in excavation by mechanical
means (Hydraulic excavator) / manual
means in over areas 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.
(It No. 2.6.1 P/No. 4)
Extra for excavating trenches for pipes,
cables etc. in all kinds of soil for depth
exceeding 1.5 m, but not exceeding 3 m.
(Rate is over corresponding basic item for
depth upto 1.5 metre).
(It. No. 2.10, P/No. 5)
With 40mm nominal size graded stone
aggregate.
M 7.5
(It. No. 4.1.2.3, P/No. 15)
cement concrete (with 20mm nominal size
graded stone aggregate) excluding the cost
of centering, shuttering, finishing and
reinforcement - All work up to plinth level :
M 20 Nomial mix
(It. No. 5.1.1, P/No. 20)
Reinforcement for R.C.C. work including
straightening, cutting, bending, placing in
position and binding including cost of binding
wire up to floor two level including all
wastage etc. complete. Cold twisted bars
(CTD)
(It. No. 5.16.3, P/No.22)
Centering and shuttering including strutting,
propping etc. and removal of form for :
Foundations, footings, bases of columns, etc.
for mass concrete up to plinth level.
(It. No. 5.9.1, P/No.21)
Supplying and filling in plinth with crusher
stone dust/ coarse sand under floors
including, watering, ramming consolidating in
layers not exceeding 20cm in depth in layers
not exceeding 20cm in depth and dressing
complete.
(It. No. 2.26, P/No. 7)
Brick work with well brunt open bhatta,
bricks, crushing strength not less than 25kg
/sqcm and water absorption not more than
20% in foundation and plinth Cement Mortar
Qty.
5
Rate
7
Un
it
6
32.25
@123.00
M³
9.21
@286.59
M³
3.07
@2829.00
M³
19..91
@4526.00
M³
1953.66
@48.00
Kg.
46.92
@146.00
M²
54.98
@610.00
M³
6.17
@2248.00
M³
S.
No
.
Ch-no
of
S.O.R
.
S.no.
of
S.O.R.
1
2
3
9
Ch-I
1.1.5+
1.2.5
10
ChXIII
13.8
11
ChXIII
13.1.1
12
ChXIII
13.2.1
13
Ch-XI
11.23
14
Ch-IV
4.2.1.2
15
ChXXI
21.1.2.
1
16
Ch-X
10.25.1
17
Ch-X
10.2
Particulars of Item of work as per S.O.R.
Qty.
Rate
Un
it
4
5
7
6
1:6 (1 cement : 6 sand).
(It No. 6.3.1 , P/No. 27)
Extra for brick work in superstructure above
floor II level for each additional floor or part
thereof.
(It No. 6..5 , P/No. 27)
For a lead up to 5 km. Excavated/ compactd
ordinary & other soil measured as per clause
301.8, 304.4 and 305.8
(It. No. 1.1.5+1.2.5, P/No. 1)
6 mm cement plaster of mix :CM 1:3
(1
cement: 3 sand)
(It. No. 13.8, P/No. 99)
12 mm cement plaster of mix : 1:4
(1
cement: 4 sand)
(It. No. 13.1.1, P/No. 99)
15 mm cement plaster on rough side of
single or half brick wallof mix : 1:4
(1 cement: 4 sand)
(It. No. 13.2.1 , P/No. 99)
Kota /cuddapahstone slabs 25 mm thick in
risers of steps, skirting, dado and pillars laid
on 12 mm (average) thick
cement mortar 1:3
(1 cement 3 sand) and jointed with
greycement slurry mixed with pigment to
match the shade of theslabs, including
rubbing and polishing complete.
(It No. 11.23 , P/No. 83)
Providing and laying cement concrete in
retaining walls, return walls, walls (any
thickness) including attached pilasters,
columns, pillars, posts, struts, buttresses,
string or lacing courses, parapets, coping,
bed blocks, anchor blocks, plain window sills,
fillets etc. upto floor two level, excluding the
cost of centering, shuttering and finishing :
M 20
(It. No. 4.2.1.2 , P/No. 15)
Anodised aluminium (anodised transparent
or dyed torequired shade according to IS:
1868, Minimum anodic coating of grade AC
15)
(It. No. 21.1.2.1 , P/No. 182)
Providing and fixing glazing in steel doors
windows, ventilator, shutters & partitions etc.
per architectural drawing & asper direction of
engineer-in-charge.With steel beading metal
sash puttey. With float glass 4mm thick
(It. No. 10.25.1 , P/No. 74)
Structural steel work riveted, bolted or
welded in builtup for all type sections, trusses
and framed work, including cutting, hoisting,
fixing in position and applying a priming coat
of approved steel primer all complete:
15.03
2248+
22.48 =
@2270.48
M³
32.25
@77+
15.40
= 92.40
M²
66.45
@79.00
M²
83.30
@92.00
M²
90.24
@122.00
M²
27.27
@771.00
M²
3.17
@4645.00
M³
27.36
@271.00
Kg.
3.60
@743.00
M²
57.36
@51.00
Kg.
S.
No
.
Ch-no
of
S.O.R
.
S.no.
of
S.O.R.
1
2
3
18
Ch-IX
9.21.2
19
ChXIII
13.48
20
ChXIII
13.50.1
21
ChXIII
13.38
Particulars of Item of work as per S.O.R.
Qty.
Rate
Un
it
4
5
7
6
(It. No. 10.2 , P/No. 71)
30 mm thick including ISI marked Stainless
Steel butt hinges with necessary screws.
(It. No. 9.21.2 , P/ No. 45)
Wall painting with plastic emulsion paint of
approved brand and manufacture to give an
even shade: 13.48.1 Two or more coats on
new work
(It. No. 13.48 , P/No. 104)
Painting with synthetic enamel paint of
approved brand and manufacture of required
colour to give an even shade:
Two or more coats on new work over an
under coat of suitable shade with ordinary
paint of approved brand and manufacture.
(It. No. 13.50.1 , P/No. 104)
Providing and laying 60mm thick factory
made cement concrete interlocking paver
block of M-30 grade reflective type rubber
modulded glossy colour paving block made
by block making machine with strong
vibratory compaction and of approved size
and shape laid in required colour and pattern
over and including 60mm thick compacted
bed of stone dust filling the joints with sand
etc. all complete as per the direction of
Engineer in charge including locking edges
wherever required wihing cement concrete
M15 grade or cement mortor 1:3 with
pigment of required shade to match the
colour /shade of block including cost of
labour, material , etc. all complete.
(It. No. 13.38, P/No. 85)
2.00
@1283.00
M²
258.53
@53.00
M²
5.60
@64.00
M²
144.00
@544.00
M²
OFFICE OF THE KRISHI UPAJ MANDI ALOT DISST.RATLAM
.
S.N
o.
1
Repairing & colour washig of old stf quarter& godown& other structure
“SHCEDULE OF ITEM [COST IN N.I.T.—Rs.4.84] lac ]
Chno of
S.O.
R.
2
S.no.
of
S.O.R.
3
ChXIV
14.26
2
ChXIV
14.1.1
3
ChXIV
14.31.1
4
Ch-II
2.6.1
5
Ch-II
2.10
6
ChIV
4.1.2.3
7
Ch-V
5.1.1
1
Particulars of Item of work as per S.O.R.
Qty.
Rate
7
Uni
t
4
5
Removing dry or oil bound distemper, water
proofing cementpaint and the like by
scrapping, sand papering and preparing
thesurface smooth including necessary
repairs to scratches etc.
complete.
(it no. 14.26 p/110)
Repairs to plaster of thickness 12mm to
20mm in patches ofarea 2.5 sq. meters and
under including cutting the patch inproper
shape, raking out joints and preparing
andplastering the surface of the walls
complete includingdisposal of rubbish to the
dumping ground within
50metres lead :
14.1.1 With cement mortar 1:4 (1cement: 4
coarse sand).
(it no. 14.1.1 p108)
Painting with synthetic enamel paint of
approved brand andmanufacture of required
colour to give an even shade :
14.31.1 One or more coats on old work.
(it no14.31.1p110)
Earth work in excavation by mechanical
means (Hydraulic excavator) / manual
means in over areas 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.
(It No. 2.6.1 P/No. 4)
Extra for excavating trenches for pipes,
cables etc. in all kinds of soil for depth
exceeding 1.5 m, but not exceeding 3 m.
(Rate is over corresponding basic item for
depth upto 1.5 metre).
(It. No. 2.10, P/No. 5)
With 40mm nominal size graded stone
aggregate.
M 7.5
(It. No. 4.1.2.3, P/No. 15)
cement concrete (with 20mm nominal size
graded stone aggregate) excluding the cost
of centering, shuttering, finishing and
reinforcement - All work up to plinth level :
M 20 Nomial mix
(It. No. 5.1.1, P/No. 20)
2050.00
@5.00
M²
6
75.00
@161.00
M²
70.36
@35.00
M²
32.25
@123.00
M³
9.21
@286.59
M³
3.07
@2928.0
0
M³
19..91
@4526.0
0
M³
S.N
o.
1
Chno of
S.O.
R.
2
S.no.
of
S.O.R.
Particulars of Item of work as per S.O.R.
Qty.
Rate
3
4
5
8
ChVI
5.16.3
1953.66
@48.00
Kg.
9
Ch-V
5.9.1
46.92
@146.00
M²
10
Ch-II
2.26
54.98
@610.00
M³
11
ChVI
6.3.1+
6.5
Reinforcement for R.C.C. work including
straightening, cutting,
bending, placing in position and binding
including cost of binding wire up to floor two
level including all wastage etc. complete.
Cold twisted bars (CTD)
(It. No. 5.16..3, P/No.22)
Centering and shuttering including strutting,
propping etc. and removal of form for :
Foundations, footings, bases of columns,
etc. for mass concrete up to plinth level.
(It. No. 5.9.1, P/No.21)
Supplying and filling in plinth with crusher
stone dust/ coarse sand under floors
including, watering, ramming consolidating
in layers not exceeding 20cm in depth in
layers not exceeding
20cm in depth and dressing complete.
(It. No. 2.26, P/No. 7)
Brick work with well brunt open bhatta,
bricks, crushing strength not less than 25kg
/sqcm and water absorption not more than
20% in foundation and plinth Cement Mortar
1:6 (1 cement : 6 sand).
(It No. 6.3.1 , P/No. 27)
Extra for brick work in superstructure above
floor II level for each additional floor or part
thereof.
(It No. 6..5 , P/No. 27)
For a lead up to 5 km. Excavated/ compactd
ordinary & other soil measured as per
clause 301.8, 304.4 and 305.8
(It. No. 1.1.5+1.2.5, P/No. 1)
6 mm cement plaster of mix :CM 1:3
(1
cement: 3 sand)
(It. No. 13.8, P/No. 99)
12 mm cement plaster of mix : 1:4
(1
cement: 4 sand)
(It. No. 13.1.1, P/No. 99)
15 mm cement plaster on rough side of
single or half brick wall
of mix : 1:4
(1 cement: 4 sand)
(It. No. 13.2.1 , P/No. 99)
pillars laid on 12 mm (average) thick
cement mortar 1:3 (1 cement 3 sand) and
jointed with greycement slurry mixed with
pigment to match the shade of theslabs,
including rubbing and polishing complete.
(It No. 11.23 , P/No. 83)
Providing and laying cement concrete in
retaining walls, return walls, walls (any
thickness) including attached pilasters,
columns, pillars, posts, struts, buttresses,
string or lacing courses, parapets, coping,
bed blocks, anchor blocks, plain window
6.17
@2248.0
0
M³
12
Ch-I
1.1.5+
1.2.5
13
ChXIII
13.8
14
ChXIII
13.1.1
15
ChXIII
13.2.1
16
ChXI
11.23
17
ChIV
4.2.1.2
7
Uni
t
15.03
32.25
6
M³
@22485+
22.48 =
2270.48
@77+15.
40
= 92.40
M²
66.45
@79.00
M²
83.30
@92.00
M²
90.24
@122.00
M²
27.27
@771.00
M²
3.17
@4645.0
0
M³
S.N
o.
Chno of
S.O.
R.
S.no.
of
S.O.R.
1
2
3
18
ChXXI
21.1.2.1
19
Ch-X
10.25.1
20
Ch-X
10.2
21
ChIX
9.21.2
22
ChXIII
13.48
23
ChXIII
13.50.1
Particulars of Item of work as per S.O.R.
Qty.
Rate
Uni
t
4
5
7
6
27.36
@271.00
Kg.
3.60
@743.00
M²
57.36
@51.00
Kg.
2.00
@1283.0
0
M²
2159.69
@53.00
M²
5.60
@64.00
M²
sills, fillets etc. up to floor two level,
excluding the cost of centering, shuttering
and finishing :
M 20
(It. No. 4.2.1.2 , P/No. 15)
Anodised aluminium (anodised transparent
or dyed torequired shade according to IS:
1868, Minimum anodic coating of grade AC
15)
(It. No. 21.1.2.1 , P/No. 182)
Providing and fixing glazing in steel doors
windows, ventilator, shutters & partitions
etc. per architectural drawing & asper
direction of engineer-in-charge.With steel
beading metal sash puttey. With float glass
4mm thick
(It. No. 10.25.1 , P/No. 74)
Structural steel work riveted, bolted or
welded in builtup for all type sections,
trusses and framed work, including cutting,
hoisting, fixing in position and applying a
priming coat of approved steel primer all
complete:
(It. No. 10.2 , P/No. 71)
30 mm thick including ISI marked Stainless
Steel butt hinges with necessary screws.
(It. No. 9.21.2 , P/ No. 45)
Wall painting with plastic emulsion paint of
approved brand and manufacture to give an
even shade: 13.48.1 Two or more coats on
new work
(It. No. 13.48 , P/No. 104)
Painting with synthetic enamel paint of
approved brand and manufacture of
required colour to give an even shade:
Two or more coats on new work over an
under coat of suitable shade with ordinary
paint of approved brand and manufacture.
(It. No. 13.50.1 , P/No. 104)
THE KRISHI UPAJ MANDI ALOT DISST.RATLAM (M.P.)
Construction of hume pipe culvert at main gate aproach
S.No.
S.no. of
S.O.R.
1
1
Ch.no
of
S.O.R.
2
Ch-R2
2
Ch-B2
1.1(I)
3
Ch-B1
1.6(a)
4
Ch-B1
1.6(b)
5
Ch-B3
2.17(b)
6
Ch-R4
4.1(iii)
7
Ch-R6
6.1
3
2.4 (b)
“SCHEDULE OF ITEM” [COST IN N.I.T.—Rs.4.51 Lac]
Particulars of Item of work as per S.O.R.
Qty.
Rate
Unit
4
Dismantling of flexible pavements and
disposal of dismantled materials up to a lead of
1000 metres, stacking serviceable and
unserviceable materials separately and as per
relevant clauses of section-200.
(b)Granular courses(It. No. 2.4 (b ),P/15)
Earth work in excavation of foundation of
structuresa s per drawing and technical
specification, including setting out, construction
of shoring and bracing, removal of stumps and
other deleterious matter, dressing of sides and
bottom and backfilling with approved material
etc. and as per relevant clauses of section 300
& 2100 in
I soil Upto 3 m depth(It. No. 1.1¼i½ ,P/42)
Provdiing and laying Plain/Reinforced cement
concrete in open foundation including form
work shuttering etc. complete as per drawin
and technical specifications and as per relevant
clauses of sections 1500, 1700 & 2100 with .
a) PCC Grade M15(It. No. 1.6(a) ,P/43)
Provdiing and laying Plain/Reinforced cement
concrete in open foundation including form
work shuttering etc. complete as per drawin
and technical specifications and as per relevant
clauses of sections 1500, 1700 & 2100 with .
b) PCC Grade M20 (It. No. 1.6(b) ,P/43)
2.17 Providing and Laying Reinforced cement
concrete pipe NP4/prestressed concrete pipe
for culverts on first class bedding of granular
material in single row including fixing collar
with cement mortar 1:2 but excluding
excavation, protection works, backfilling,
concrete and masonry works in head walls and
parapets and as per relevant clauses of
section-2900
b) 1200 mm dia(It. No. 2.17(b) ,P/49)
Construction of granular sub-base by providing
corse graded material, spreading in uniform
layers with on prepared surface, mix in plase
method at OMC and density, complete in all
respecr and as per relevant
(it No. 4.1, (iii) p/21)
(i) cnsruction of dry lean cement conctet subbase over aprepared sub-grade with coarse
and fine aggregate conforming to is:383, the
sisze of coarse aggregate gradation after blen
15:1 aggregate grading after blending to be per
table 600-1 cement content not to be less than
5
75.60
6
@226.00
30.60
@118.00
M³
3.60
@3896.00
M³
15.70
@4459.00
M³
10.00
@10095.00
M³
22.50
@519.00
M³
33.00
814.00
150.00
@1664.00
7
M³
M³
S.No.
S.no. of
S.O.R.
Particulars of Item of work as per S.O.R.
Qty.
Rate
Unit
1
Ch.no
of
S.O.R.
2
3
5
6
7
8
Ch-R6
6.3(A)6.4
42.00
4008.00
-350.00
@3658.00
M³
9
Ch-R6
6.9(i),(ii)
4
150 Kg/cum, optimum moisture content to be
determind during trail lenth construction,
concrete strength not to be less than 10 mpa at
7 days, mixed in a batching plant, transported
to site, laid with paver with electronic sesor,
compacting with 8-10 tonnes vibratorty roller,
funishing and cming and as per relevant
clauses of section – 600.
(ii) Deduct from it. No. 6.1 above if paver with
electronic sensor, vibratory rolle are net used
and laying, compaction is done by any
othermethod. (it no. 6.1, 6.2 p/28)
(i) Construction of dowel jointed palin cement
concret oavenebtin m-30 grade concrete over a
prepared sub base with 43 or higher grade
cement, maximum size of coarse aggredgate
net exceeding 25 mm, mixed in a batching and
mixing plant as per approved mix design,
Transport to site, laid with a fixed from or slip
from paver wight electronic sensor, spread,
compacted and finished in acontinous
operation including provisin of contraction,
esoansion, construction and longitudinal joint
scalant, debonding strip, placing of dowel bar
snd the rod, admixtures as approved drawings
as per IRC- 15 2002 and as per relvent clause
of section complete but excluding cost of steel
in dowel base and the rod ets.
(ii) Deduct from it. No. 6.3 above in paver with
electronic sesor is not used and laying
comapaction is done by any other method (the
acceptance criterial regulatity, texture finish,
strength of concrete and all other quality control
measures shall be the same asin case of
mchine laid work.)
(it no. 6.3(A)- 6.4/28)
Add extra in it. No. 6.3&6.7 above for the cost
of steel in dowel bar and the rod ets. Required
as per design.
(it.no. 6.9 (i) (ii), p/29)
(i) Mild steel
L.S.
(ii) Tar Bar
L.S.
0.30
0.30
@38720.00
@38720.00
MT
MT