NAGAR PARISHAD, PIPLODA, Distt.
RATLA
DETAIL ESTIMATE FOR CONSTRUCTION OF LABOUR SHA
NAME OF WORK - CONSTRUCTION OF LABOUR
SITUATION- WARD NO.05, NEW BUS STAND, PIPLODA,
S.O.R FOR BUILDING WORK U.A.D.D. VOL.-II IN FORCE FROM 10/05
S.N ITEM PARTICULARS OF ITEMS NOS.
O NO./P.NO.
1 2 3 4
Earth work in excavation by mechanical means(Hydraulic excavator)/
manual means over areas(exceeding 30cm in depth. 1.5m in width as
well as 10 sqm on plan) including disposal of excavated earth, lead
upto 50m and lift upto 1.5m, disposal earth to be levelled and neatly
1 2.6.1/15 dressed. All kinds of soil 6
Providing and laying in position cement concrte of specified grade
excluding the cost of centering and shuttering. All work upto plinth
level. Cement concrete grade M-10 (Nominal Mix) with 20 mm 6
2 4.1.4/34 maximum size of stone aggregate.
in step base 1
Provind and laying in position specified grade of reinforced cement
concrete excluding the cost of centering shuttering, finishing and
reinforcement - All work upto plinth level: Cement concrete grade M-
20(Nominal mix) with 20mm maximum size of stone aggregate
3 5.1.1/46
in footing 6
in footing cap 6
in plinth beam 3
2
Filling by available excavted earth (excluding rock) in trenches,
plinth, sides of foundations etc. In layers not exceeding 20 cm in
4 2.25/19 depth, consolidation each deposited layer by ramming and watering, 6
lead upto 50m and lift upto 1.5 m.
Supplying and filling in plinth under floors including, watering,
5 2.27.3/19 ramming consolidating and dressing complete. Moorum/Hard copra 1
Supplying and filling in plinth under floors including, watering,
6 2.27.1/19 ramming consolidating and dressing complete. Crusher Stone Dust 1
Kota stone slab 25mm thick flooring over 25mm (average) thick base
laid over and jointed with gray cement slurry mixed with pigments to
match the shade of slab including rubbing and polishing complete
7 11.26/133 with base of cement mortar 1:4 cement: coarse sand 1
Kota stone slab 25 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 mixed with pigment
to match the shade of the slabs, including rubbing and polishing
complete.
8 11.27/133
in trade 3
in riser 3
in plateform 2
1
Reinforced cement concrete work in walls( any thicness), including
attached pilasters, buttressess, plinth and string courses, fillets,
columns, pillars, piers, abutments, posts and struts etc. Up to floor
two level excluding cost of centering shuttering, finishing and
reinforcement. Cement concrete grade M-20 (Nominal Mix) with 20 6
mm maximum size of stone aggregate
9 5.2.1/46
in plateform 2
in plateform 1
Reinforced cement concrete work in beams, suspended floors, roofs,
having slope up to 15 degree landing, balconies, shelves, chajjas,
lintels, bands, plain window sills, staircase and spiral stair cases up to
floor two level excluding the cost of centering, shuttering, finishing
and reinforcement with cement concrete grade M-20(Nominal Mix
with 20mm maximum size of stone aggregate).
10 5.3/46
in beams 3
2
in lintels 2
2
in sun shade 2
Reinforcement for R.C.C work including straightening, cutting,
bending, placing in position and binding including cost of binding wire
11 5.20.2/49 upto floor two level including all wastage etc. Complete. TMT STEEL 1
BAR.(@1.5% of total R.C.C. Volume)
15mm cement plaster on rough side of single or half brick wall
finished with a floating coat of neat cement of mix :1:5 (1 cement: 5
fine sand)
at ends wall out side@22sqm 2
back side wall out side@22.5sqm 1
at sun shade@1 sqm 2
12 13.8.3/157
at column face 3
Deduction
Window Opening -2
Step -1
Tot
12 mm Cement plaster of mix: 1:4(1cement:4 fine sand)
in all in side short wall 2
in all in side long wall 1
13 13.1.1/156 at all plateform supports and plateform 12
Deduction
Window Opening -2
Tot
Brick work will well burnt open bhatta bricks crushing strength not
less than 25 kg/cm sq. and water absortion not more than 20% in
foundation and plinth in cm 1:4 2
14 6.38/62
2
2
Brick work will well burnt open bhatta brick scrushing strength not
less than 25kg/cm² and water absoption not more than 20% in above
plinth level upto floor two level In cm 1:4
brick work in short walls2
brick work in gable@0.8cum each 2
brick work in long walls2
in step1
15 6.39/62
1
1
in platform suports 12
Deduction
Window Opening -2
in lintels -2
-2
Tot
Structural steel work in single section fixed with or without
connecting plate including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer all complete.
16 10.1/113 for truss ISA7575,8MM THICK @8.9KG/M., 1
for purline ISA5030, 6MM THICK @3.5KG/M., 1
for pole@6.2KG/M., 1
for base plate, guset plate and anchor bolts etc. 1
Providing corrugated Galvanised sheet roofing including
vertical/curved surface fixed with polymer coated J or L hooks, bolts
and nuts 8mm diameter with bitumen and G.I. limpet washers or with
G.I. limpet washers filled with white lead and including a coat of
approved steel primer and two coats of approved paint on
overlapping of sheets complete(upto any pitch in horizontal/vertical
or curved surfaces)excluding the cost of purlins, rafters and trusses
17 12.1.3/143 and including cutting to size and shape wherever required. 1
0.63 mm thick with zinc
coating not less than 275gm/ m²
Providing ridges or hips of width 60cm over all width plain G.S. sheet
fixed with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I.
limpet and bitumen washers complete.0.63 mm thick with zinc
18 12.4.2/143 coating not less than 275gm/sqm.. 1
Centering and shuttering including strutting, propping etc. And
removal of form for : Foundations, footing base of columns, etc. For
19 20.1.1/209 mass concrete.
in footing column upto plinth level 6
Centering and shuttering including strutting, propping etc. And
removal of form for : Lintels, beams, plinth beams, girders,
bressumers and cantilevers.
20 20.1.5/209
in plinth beam side 2
3
Centering and shuttering including strutting, propping etc. And
removal of form for : Columns, pillars, piers, abutments, posts and
21 20.1.6/209 Struts 6
Centering and shuttering including strutting, propping etc. And
removal of form for :Lintels, beams, plinth beams, girders, bressumers
and cantilevers.
22 20.1.5/209
2
3
Providing and applying plaster of paris putty of 2mm thickness over
plastered surface to prepare the surface even and smooth complete.
23 13.26/159 (same as plaster quantity) 1
Wall painting with plastic emulsion paint of approved brand and
manufactured to give an even shade two or more coats on new
24 13.60.1/163 work(same as plaster quantity given above) 1
Painting steel work with delux multi surface paint of required shade.
Two or more coat applied @0.90 ltr/10 sqm over an under coat of
25 13.48.3/162 primer applied @ 0.80 ltr/ 10 sqm of approved brand or 1
manufactured.
C. M. O.
NAGAR PARISHAD, PIPLODA
PIPLODA, Distt. RATLAM [M.P.]
OR CONSTRUCTION OF LABOUR SHADE
ONSTRUCTION OF LABOUR SHADE
05, NEW BUS STAND, PIPLODA, RATLAM
RK U.A.D.D. VOL.-II IN FORCE FROM 10/05/2012
L W H/D QTY. RATE UNIT AMOUNT
5 6 7 8 9 10 11
1.2 1.2 1.1 9.50 127 cum 1207
1.2 1.2 0.1 0.86 3595 cum 3106
6 0.85 0.1 0.51 3595 cum 1833
1.2 1.2 0.3 2.59 4728 cum 12255
0.2 0.3 0.85 0.31 4728 cum 1447
0.2 0.3 4.8 0.86 4728 cum 4085
0.2 0.3 6 0.72 4728 cum 3404
1.2 1.2 0.7 6.05 53 cum 321
6 4.8 0.3 8.64 570 cum 4925
6 4.8 0.1 2.88 628 cum 1809
6 4.8 28.80 819 sqm 23587
6 0.25 4.50 821 sqm 3695
6 0.15 2.70 821 sqm 2217
4 0.6 4.80 821 sqm 3941
5.6 0.6 3.36 821 sqm 2759
0.2 0.3 3.3 1.19 5050 cum 5999
4 0.6 0.1 0.48 5050 cum 2424
5.6 0.6 0.1 0.34 5050 cum 1697
4.4 0.2 0.3 0.79 5121 cum 4056
6 0.2 0.3 0.72 5121 cum 3687
4.4 0.2 0.2 0.35 5121 cum 1803
2.65 0.2 0.2 0.21 5121 cum 1086
1.7 0.45 0.1 0.15 5121 cum 784
1 1 1 1025 60 kg 61500
1 1 22 44.00
1 1 22.5 22.50
1 1 2 4.00
.2 3.3 1.98
1.5 1.2 -3.60
6 .45 2.70
Total Qty. 71.58 144 sqm 10308
4.6 3.3 30.36
5.6 3.3 18.48
1.3 .88 13.73
1.5 1.2 -3.60
Total Qty. 58.97 108 sqm 6369
4.2 .2 .2 0.34 3136 cum 1054
2.7 .2 .2 0.22 3136 cum 677
2.65 .2 .2 0.21 3136 cum 665
4.2 .2 3 5.04
1 1 .8 1.60
2.65 .2 3 3.18
6 0.25 0.15 0.23
6 0.5 0.15 0.45
6 0.75 0.15 0.68
0.6 0.1 0.88 0.63
1.5 1.2 .2 -0.72
4.2 .2 .2 -0.34
2.65 .2 .2 -0.21
Total Qty. 10.54 3310 cum 34873
151.00 59 kg 8909
217.00 59 kg 12803
56.00 59 kg 3304
50.00 59 kg 2950
8 6.2 49.60 572 sqm 28371
6.20 369 m 2288
1 .85 5.10 138 Sqm 704
6 .6 7.20 203 sqm 1462
4.4 .6 7.92 203 sqm 1608
1 3 18.00 282 sqm 5076
6 .8 9.60 203 sqm 1949
4.4 .8 10.56 203 sqm 2144
130.55 64 sqm 8355
130.55 53 sqm 6919
24.00 65 sqm 1560
Amount= 295970
0.90*Amount= 266373
Add 12% G. S. T.= 31965
Total Amount= 298338
Say Thee lack
SUB. ENGINEER
NAGAR PARISHAD, PIPLODA
