DETAILED ESTIMATE FOR CONSTRUCTION OF COMMUNITY HALL IN VILLAGE TAL (YADAV TOLA)
PANCHYAT SIJHOURI BLOCK SIKENDRA JAMUI ,YEAR 2023-24
S NO ITEM OF WORKNO LENGTH WIDTH HIGHT QTTY QTTY UNIT RATE AMOUNT
(CFT) (M3)
E/W excavation of foundation trenches do all
complete job 11
COLUMN 4 4 4 704
WALL 2 17.83 0.83 0.83 24.56617
1 WALL 3 20.83 0.83 0.83 43.04936
BARAMDAH 2 7.83 0.83 0.83 10.78817
STEP 2 3 3.3 1 19.8
802.2037 22.71888 M3 360.7 8194.70059
Supplying and Filling in plinth with local sand
and under
COLUMN 11 4 4 0.25 44
WALL 2 17.83 0.83 0.25 7.39945
WALL 3 20.83 0.83 0.25 12.96667
2
BARAMDAH 2 7.83 0.83 0.25 3.24945
HALL 1 20.83 17.83 1 371.3989
STEP 2 3 3.3 0.25 4.95
443.9645 12.57334 M3 287.3 3612.31928
P/V 100A brick for brick flat soling with loca
sand
COLUMN 11 4 4 176
WALL 2 17.83 0.83 29.5978
WALL 3 20.83 0.83 51.8667
3 B.WALL 2 7.83 0.83 12.9978
BARAMDAH 1 20.83 7.83 163.0989
HALL 1 20.83 17.83 371.3989
STEP 2 3 3.3 19.8
824.7601 76.62208 M2 283.3 21707.0361
P/V & laying in position grade of PCC 1:2:4
nominal
DPC mix excluding
1 the cost0.83
112 of 0.25 23.24
centring,shuttring finishing up to plinth level
Plinth(h) 1 20.83 17.83 0.25 92.84972
4
V 1 20.83 7.83 0.25 40.77473
Step 1 3 1.66 0.25 1.245
158.1094 4.477753 M3 3953.4 17702.3478
P/V & laying in position grade of RCC 1:1.5:3
nominal
column mix excluding
11 4the cost 4of 0.5 88
centring,shuttring finishing and reinforcement
5 11
up to plinth level 0.83 0.83 2.5 18.94475
Grade beam 1 112 0.83 0.83 77.1568
184.1015 5.213864 M3 4688.3 24444.1602
6 100A brick for brick work with 1:4 cm up to PL
Wall 1 all complete.
112 0.83 1.5 139.44
Step 1 3 1.67 0.83 4.1583
1 3 0.83 0.83 2.0667
145.665 4.125319 M3 5017.9 20700.4362
Brick work with bricks of class desingation
7 100A
in s/s above plinth level 1:6cm(6.1.14A+6.3A)
Wall 2 40.83 0.83 8.5 576.1113
2 26.1 0.83 8.5 368.271
baramdah 1 20.83 0.83 2.5 43.22225
deduct D1 1 3.5 0.83 7 20.335
D2 1 3.5 0.83 7 20.335
W4 3 0.83 4 39.84
RCC 1:1.5:3including, watering, ramming
consolidating 907.0945 25.68945 M3 5860.1 150542.758
8 and dressing complete
column 11 0.83 0.83 9.67 73.27829
Wall Beam 1 112 0.83 0.5 46.48
Lintel 1 112 0.83 0.83 77.1568
Beam 1 26.83 0.83 1 22.2689
Chajja-W 4 4 1.5 0.33 7.92
(front)chajja 1 20.83 1.5 0.33 10.31085
Slab 1 29.83 26.83 0.41 328.1389
565.5538 16.01682 M3 5670 90815.3498
Centring and shuttring
9 Grade beam 2 112 0.83 185.92
column(PL) 11 3.33 2.5 91.575
277.495 25.7895 M2 211.6 5457.05781
column(SS) 11 3.33 9.25 338.8275 31.48954 M2 494.4 15568.4309
Lintel(s) 2 112 0.83 185.92
Beam 2 26.83 2.83 151.8578
Wall Beam(s) 2 112 0.5 112
449.7778 41.80091 M2 404.7 16916.8286
Slab 1 29.83 26.83 800.3389
Deduct-wall 1 112 0.83 92.96
707.3789 65.7171 M2 437.5 28751.2327
Chajja-W 4 4 1.5 24
24 2.229654 M2 437.5 975.473802
10 Rainfocement in rcc structure(5.22.7c)
qtty
Up to plinth 5.2139
Column 2.0753
Lintel 2.1851
Wall beam 1.3163
Beam 0.6307
chajja- 0.5163
slab 9.2931
21.231 0.2972 7850 2333.252 Kg 95.9 223758.85
Providing
11 and fixing prestresed steel door frame all complete.
D1 27 3.5 17.5
D2 27 3.5 17.5
Window 4 4 3 19
54 16.46341 M2 114.6 1886.70732
12 M.S steel door 6 m m thick sheet
D1 1 3.5 7 24.5
D2 1 3.5 7 24.5
Window 44 3 48
97 9.01152 M2 2811.5 25335.8881
13 Providing and fixing Chromium plate brass 2 No 196 392
14 12 mmhandle
cementwith secrw
plaster all complete.
of mix:1:4(1 cement :4
coarse
slab sand) with
1 Neat cement
29.83 26.83 punning 800.3389
Outer CP 1 92.83 2.5 232.075
Step 1 3 1.67 5.01
2 3 0.83 4.98
1042.404 96.84169 M2 184.9 17906.0276
15 6 mm cement plaster to ceiling of mix 1:4(1
Chajja cement: 4 coarse sand) 24
Slab 707.3789
731.3789 67.94676 M2 119.1 8092.45884
16 12 mm cement plaster of mix:1:4(1 cement :4
0P coarse
1 sand)
72.83 0 12.5 910.375
IP-H 2 17.83 0.83 11 410.52
V 2 17.83 8 11 568.26
CHAJJA-W 24
Deduct-W 1 4 3 4 48
open 2 2 20.83 7 583.24
2 2 15.83 7 443.24
Door1 2 1 3.5 7 49
Door2 2 1 3.5 7 49
740.675 68.81039 M2 146 10046.3164
17 Finishing walls with water proofing cement
paint
Qttyof
v Iapproved
no- brand and manufacture and 1472.054 136.7571 M2 77.9 10653.3815
of required shade to give an even shade
18 Painting
Painting with
with ready
ready mixed
mixed paint
paint of
of approved
approved
brand and manufacture in 194 18.02304 M2 80.3 1447.25009
19 Painting with ready mixed paint of approved
brand and manufacture in all shades to give an
Door 98 9.104422
even shadeNew wood work (two or more
2.5 times coats) 22.76106 M2 80.3 1827.71275
20 Carriages of material-
P K
l sand 2 1 12.57334 M3 303.52 3816.24668
brick 7 1 14579 NO 824.40 12018.6529
c sand 31 1 24.22452 M3 824.24 19966.827
s chips 180 1 22.24572 M3 3499.67 77852.6959
cement 5 1 14.83896 Mt 566.80 8410.72337
steel 5 1 2.333252 Mt 566.80 1322.48714
830122.357
Deduct 13.04% CP- 108247.955
721874.402
21 Seigniorage fee:-
Brick No 14578.67 NO 512.8 7475.94031
l sand M3 12.57334 M3 14.19 178.41563
c sand M3 24.22452 M3 17.58 425.866998
s chips M3 22.24572 M3 59.54 1324.50995
22 Extra cost of marerial
Brick 14578.67 NO 276 4023.71202
Cement 14.83896 Mt 256 3798.77414
739101.621
Add Labour cess @1% 7391.01621
Photography & scheme board-- 3000
749492.637
Say Rs749500.00
MATERIAL STATEMENT
S.NO Item of work Qtty Unit Brick L Sand Coarse Stone cement
(no) (m3) Sand chips (MT)
(m3) (m3)
1 Lokal sand 12.57 m3 12.57334
2 Brick flat soling 76.62 m2 2472
3 P.C.C M200(1:1.5:3) 21.23 m3 9.109 18.217 8.744
4 P.C.C M150(1:2:4) 4.48 m3 2.014 4.029 1.450
5 Brick work(1:4)foundation 29.81 m3 12107 9.686 3.487
6 12MM CP(1:4) 233.60 m2 3.416 0.948
7 Neat cement punning 21.57 m2 0.210
14579 12.57334 24.225 22.246 14.839
Brick- 14579 No
lokal sand- 12.573 m3
Coarse Sand - 24.225 m3
Stone chips - 22.246 m3
cement- 14.839 mt
Analysis for carriage by road
S No Unit Source Pucka/Surface KM Katcha KM Loading/ Total
unloading
8.00 X 11.2 X 7.00 _ 8.00 x 27.2 x 1
1 Brick NO 313.60 108.80 824.40
2.00 2.00 402
8.00 X 11.2 X 10.00 _ 8.00 x 27.2 x 1
2 Pavers block NO 448.00 108.80 958.80
2.00 2.00 402
8.00 x 11.2 x 2.00 _ 8x 27.2 x 1
3 Local sand m3 35.91 43.61 303.52
4.99 4.99 224
8.00 x 11.2 x 31.00 _ 8x 27.2 x 1
4 Coarse sand m3 556.63 43.61 224 824.24
Kiul river 4.99 4.99
8.00 11.2 x 50.00 _ 8x 27.2 x 1
5 stone chips m3 897.80 43.61 224 1165.40
Mirzachauki 4.99 4.99
8.00 X 11.2 X 7.00 _ 8.00 x 27.2 x 1
6 Cement bag Jamui 78.40 27.20 402 507.60
8.00 8.00
JE AE EE
