Centering and shuttering including propping etc. and removal of form for Colm.
, slab,
beam ..etc.
Description
Unit
Quantity Rate
Amount
Details for 10 sqm OF Shuttering
MATERIALS:
Assuming shuttering materials will become unusable after use of 4
times
(1) 12mm thick ply
(II) Batam for making shuttering ready for use
(III) Nails
(IV) Bamboo for support and Stagging
(V) Carriage
sqm
cft
kg
each
L.S
LABOUR:
(1) Skilled
(II) Unskilled
Day
Day
Add 15% for contractor's profit and over head
Cost of 10 sqm
Cost per sqm
Cost for one time use of shuttering instead of 4 time use
Say
So, Cost of per sqm of shuttering is 295.00
10
8.9
1.5
10
10
275
650
75
90
1
2750.00
5785.00
112.50
900.00
10.00
1
1
400
300
400.00
300.00
10257.50
1538.63
11796.13
1179.61
294.90
295.00
Analysis of Rate for 38mm thickness plank's
Proposed for 10.00sqm length of 38mm thick Planks.
(A) Material Cost :(I) 38mm thick plank's @ Rs. 320/cft - 10cft
(II) 50mm x 75mm size battam @ Rs. 320/cft - 8.90 cft
(III) P Nails ( 2" x 2 1/2") Size @ 75/kg - 1.5kg
Rs.
Rs.
Rs.
3200
2848
112.5
Rs.
Rs.
Rs.
350
300
150
6960.5
696.05
7656.55
7656.55
765.655
(B) Labour Cost :(I) Mistry @ 350/ day
(II) Labour @ 300/ day
(III) Carring @ 150/ day
Add 10% Contractor's profit
Grand Total
For 10 sqft work's
i.e. For 1 sqm Work (7656.55/10)
Say
(Rupees Seven Hundred Sixty Five and Paise Sixty SIX) Only
Rs.
Rs.
Rs.
Rs.
Rs.
765.66
ABSTRACT OF BILL
Unit
1 / 25.4/385
2/25.5/386
3/25.6/386
4/1.1/45
5/4.1.1/71
Rate
Amount
Filling and removing
( c ) Cutting trees etc.
(1) 500mm to 1000 mm girth
(1) Qty B.F.F Page 2 M.B No. 1724
4 Nos.
67.57
270
Qty B.F.F Page 2 M.B. 1724 1800 mm Girth
3Nos.
530.72
1592
Surface dressing of ground including
remvoving etc.
Jungle Clearence including up rooting
vegitation etc
H.B.F.F Page 3 M.B.No1724
Earth work in excavation foundationc
tranches etc
(A) In ordinary soil
Qty. B.F.F. Page 4 M.B. No. 1724
1069.25 m2
4.07/m2
4352
100 m2
4.75/m2
475
656.147 m2
64.67/m2
42433
1013.07 m2
286.37/m2
290113
37.85 m3
3733.62 /m3 141318
Providing thick soiley in foundation etc.
Qty. B.f.f. Page 5 m.b No. 1724
Plain Cement concrete work etc.
Qty. B.F.F Page 7 M B . No. 1724
Supplying fitting and fixing of position
7/18.1.1/237
reinforcemnt bars etc..
Qty B.F.F Page 9 M.B No. 1724
G/F - Qty B.F.F. Page - 12 MB No. 1724
F/F - Qty B.F.F Page 12 MB No. 1724
18.1.1 Extra for each subsequent floor etc
Qty B.F.F Page 17 M.B.No. 1724
For 2nd floor Qty
B.F.F Page 19 MB No. 1724
18.1.1 Extra for each subsequent floor etc
com. Qty B.F.F. Page No. 19 M.B No. 1724
Cro (33.10.2)
Top SLAB (3rd Floor)
Qty B.F.F. Page No. 22 M.B.No 1724
6/2.1.1/51
201.616 Qth 5292.41/qth 1066631 Difference
175.91 Qth 5292.41/qth 930636
264.90 Qth 5290.41/Qth 1401430
264.22 Qth
33.10/Qth
183.61 Qth
5290.41/Qth 971372
183.61 Qth
66.20 / Qth
17.45 Qth
5290.41 / Qth 92318
18.1.1 Extra for each subseqent floor etc Qty
17.45 Qth
B.F.F. Page No. 22 M.B.No. 1724 (33.10 x 9)
8/3.1.1/59
8768
12155
99.30 / Qth
1733
142.81 m2
140.84/ m2
20113
336.88 m2
191.27 / m2
64435
136.06 m2
218.78 /m2
29080
303.98 m2
233.94 /m2
71113
Providing form work of ordinary
3.1.1.1 Foundation footing base of colm etc
(II) Using 25 mm thick blank qty B.F.F Page
23 M.B No 17 24
3.1.1.2 Sides of tia beem etc
(II) Using 25mm thick blank Qty. B.F.F Page
No. 24 M.B. No. 1724
3.1.1.3 Colm, pillar, post sqare rectagular etc
(II) Using 25mm thick blank Qty. B.F.F Page
No. 24 M.B. No. 1724
Super Structure (B.F)
3.1.1.3 Colm, pillar post etc.
(II) Using 38 mm thick blank qty B.F.F
PageNo .25 M.B.No 1924
3.1.1.4 Sides and soffite beam lintel etc.
Qty. B.F.F Page No. 28 M.B.No 1724
355.84 m2
163.01 /m2
58014
3.1.1.5 Flat surface subseqent floor roof etc.
Qty B.F.F Page No. 31 M.B.No. 1724
Super stractrue (F/F)
3.1.1.3 Colm Pillar post
(1) Using 387 mm thick blank Qty B.f.f Page
No. 32 M.B.No 1724
3.1.4 Extra for each subseqent floor etc
Qty b.f.f Page No. 32 M.B. No. 1724
3.1.1.4 Sides and soffits beam lintal etc
(II) using 25 mm thick blank qty B.F.F Page
No. 35 M.B No. 1724
684.74 243.8 /M2
281.83 m2
282.83 m2
412.95 m2
233.94 / m2
19.95
163.01 / m2
166743
66165
5642
67315
3.1.4 Extra for extra subsequent floor etc
Qty B.F.F Page No. 36 M.B No 1724
3.1.1.5 Flat surfacce roof chaja etc
Qty B.F.F Page No. 38 M.B.No. 1724
412.95 19.95 / m2
571.91 m2
8238
243.80 / m2
134432
19.95 / m2
11410
281.83 m2
233.94 / M2
66185
287.83 m2
39.90 / m2
11285
419.80 m2
163.01 / m2
68432
419.80 m2
39.95 /m2
16750
647.39 m2
243.80 / m2
157882
647.59 m2
39.95 / m2
25839
69.02 m2
233.94 / m2
16147
64.02 m2
59.85 / m2
4130
10.27 m2
163.01
1674
3.1.4 Extra for each subsequent floor etc Qty
10.20 m2
B.f.f page No. 47 M.B.No 1724 Rs. (19.95 x 2)
59.85 / m2
615
3.1.4 Extra for each subsequent floor etc Qty
571.91 m2
B.F.F. Page No. 38 M. B No. 1724
FOR 2nd Floor
3.1.13 Colum, pillar, post
(II) using 38 mm thick blank qty b.f.f page
no. 39 M.B.No 1724
3.1.4 Extra for each subsequent floor etc Qty
B.F.F. Page No. 38 M. B No. 1724
Qty B.F.F Page No. 39 M.B No. 1724 Rs.
(19.95x2)
3.1.14 Sides and soffits of beam lintel etc
Qty. B.F.F Page No. 41 M.B.No. 1724
3.1.4 Extra for each subsequent floor etc qty
B.F.F Page No. 42 M.B No. 1724 @ Rs. (
19.95 x 2)
3.1.1.5 Flat surface roof chaja etc
Qty B.F.F Page No. 44 M.B.No 1724
3.1.4 Extra for each subsequent floor etc Qty
B.F.F Page No. 44 M.B No. 1724 Rs. (19.95
x2)
For 3rd Floor
3.1.1.3 Colm , Pillar, Post etc
(I) using 38 mm thick plank qty B.F.F Page
no. 45 M.B No. 1724
3.1.4 Extra for each subsequent floor etc @
Rs. (19.96 x 3)
3.1.1.4 sides and soffits beam , lintel etc
Qty B.F.F Page No. 46 M.B.No 1724
3.1.1.5 Flat surface roof chaja etc qty B.F.F
31.28 m2
Page no. 47 M.B No. 1724
3.1.4 Extra for each subsequent floor etc qty
B.F.F Page No 47 m.b No. 1724 Rs. (19.95 x 31.28 m2
3)
9/2.2.1/52
9/2.2.1/52
9/2.2.1/52
9/2.2.1/52
9/2.2.1/52
Providing and laying plain reinforcement
cement etc M 15 or 1:2:4 Qty B.F.F Page No. 203.97 m3
48 M.B. No. 1724
(b) M 20 or 1:1:5:3 Qty B.F.F Page No. 48
M.B. No. 1724
RCC Work for G/F Pillar post lintel etc qty
b.f.f Page No. 50 M.B.No 1724
Super structure (FF) Qty B.F.F page No. 57
M.B No. 1724
2.4 Extra for over item no. 2.2.1 (1) oc for
each subsequent qty B.F.F Page No. 52 M B
No. 1724
R.C.C for work 2nd floor
Qty B.F.F Page no. 53 MB No. 1724
2.4 Extra over item 20 2.2.1 above for each
subsequent floor Qty B.F.F Page No. 53 M.B
o. 1724 Rs (265.98x2)
RCC work for 3rd floor
Qty B.F.F Page No. 564 M.B No. 1724
11/4.1.7/72
11/4.1.7/72
7626
59.85 / m2
1872
4734.15 / m3 965625
22.69 m2
5164.83 / m2 117226
116.592 m3
5364.16 / m3 625150
145.223 M3 5364.16 / m3 778999
145.223 M3 265.98 / m3
38626
180.864 m3
5364.16 / m3 970183
180.864 m3
531.96 / m3
96712
10.674. m3
5364.16 / m3
57257
792.94 / m3
8517
4423.2 / m3
83930
499.76 / m2
54929
499.76 / m2
283566
567.405 m2
23.27 / m2
13204
562.642 m2
439.76 / m2
281211
562.642 m2
46.54/m2
27.680 m3
4508.30 /m3 102248
22.680 m3
592.5 m3
2.4 Extra over item No. 2.2.1(1) above each
10.674 m3
subsequent floor etc Rs (265.95x3)
10/4.1.4/71
243.8 / m2
Brick work in cement motor
In 1:5
18.975 m3
Qty B.f.f Page NO. 55 M.B NO. 1724
112mm thick 1st class brick wall etc
(b) in prop 1:5 Qty B.F.F Page No. 56 M.B No.
109.91 m2
1724
112 mm thick brick wall for F/F
567.405 m2
Qty B.F.F Page No. 71 M.B No. 1724
4.1.11 Extra for brick walling for each
subsequent floor etc qty B.F.F Page No. 71
4.1.11 Extra for brick walling for each
subsequent floor etc Qty Bf.f. Page No. 71
11/4.1.7/72
11/4.1.5/72
11/4.1.7/72
112 mm thick brick wall for 2nd floor qty bff
page no. 77 mb no. 1724
4.1.16 Extra for brick walling for each
subsequent floor qty B.F.F page No. Rs.
(23.27x2)
Bricak work in cement motar etc
in prop 1:5 qty B.F.F Page No. 80 M.B Nbo.
1724
4.1.6 Extra work for brick work thick wall in
each subsequent floor etc
Qty B.F.F Page no. MB No. 1724 Rs.( 197.5 x
3)
112 mm thick brick wall for 3rd foor
26188
13438
13/2.1.3/51
12/1.3.46
14/5.1.4/79
15/3.2.1/75
16/8.4.1/16
17/18.5.3/301
Qty B.F.F Page NO. 81 M.B. No. 1724
4.1.16 Extra for brick walling for each
subsequent foor etc Qty B.F.F Page No. 81
Rs (23.27x3) 69.81
Providing and laying 25 mm thick damp
proof etc con Qty B.F.F Page no. 83 m b no.
1724
35.75 m2
499.76 / m2
17866
35.75 m2
69.81 / m2
2496
37.69 m2
150
5654
Earch / sand filling in plinth in layer not more
728 m3
then 1.5 mm thick (B) Thick hill sand qty
B.FF. Page No. 82 M.B No. 1724
65mm thick cement concrete floor etc con
365 m2
qty B.F.F page no. 83
Providing wood work in froam (Chowk khats)
(a) Sal Wood
3.898 m3
Qty B.F.F Page no. 84 mb no. 1724
Greading roof for water proofing etc com
24 m2
qty B.F.F Page no. 84 mb no. 1724
Providing fitting and fixing steel window etc
Qty B.F.F Page no. 85 M.B No. 1724
291.56 / m3
212259
449.48 / m2
164060
55200.04 / m3215170
5081.29 / m2 101626
142.72 2392.1 / m2
Providing fitting and fixing ventilation
18/18.5.4/301 openable etc Qty B.F.F Page no. 86 M.B. No. 53.48 m2
1724
19/6.2.4/107 For G/F
10mm thick cement plaswter in single coat
etc prop 1:4 Qty B.F.F Page No. 90 M.B No. 432.105 m2
1724
19/6.2.1/107 For F/F
355.738 m2
Qty B.F.F Page No. 92 M.B.No. 1724
341400
3523.9
184934
99.76 / m2
43107
99.76/m2
35988
15.05/m2
5354
355.83 m2
99.76/m2
35448
355.89 m2
30.1 / m2
10710
25.84 m2
99.76/m2
3575
35.84m2
14.15/m2
1618
15mm thick cement plaster in single coat etc
20/6.2.3/108 (b) In prop. 1:4 Wall plaster G/F Qty B.F.F
793.93m2
Page NO. 108 MB NO. 1724
110.25/m2
87499
20/6.2.3/108 Wall plaster (f/f) Qty B.F.F Page no. 107
891.115 m2
110.2/m2
48210
891.115 m2
3.36/m2
2994
6.2.7 Extra work itme No. 6.2.1 to 6.2.5 for
355.738 m2
plastering on celing etc qty B.F.F Page No. 92
For 3rd Floor
19/6.2.1/107 Qty B.F.F Page No. 94 M.B no. 1724
6.2.7 Extra over item no 6.2.1 to 6.2.5 for
plastering in celing etc. Qty B.F.F Page No.
95 M.B.No. 1724(15.04x2)
19/6.2.1/107 For 3rd Floor
Qty B.F.F page No. 95 M.B.No 1724
6.2.7 Extra over item no. 6.2.1 to 6 for celing
plaster etc qty B.F.F Page No .96 M. B No.
1724 (15.05 x 3)
6.2.8 Extra over item no. 6.2.1 to 6.2.5 etc
(1) single coat plaster qty b.f.f page no. 118
20/6.2.3/108 Wall for plaster 2nd floor
Qty B.F.F Page no. 127 M.B No. 1724
1017.415 m2 110.21/m2
112129
6.2.8(i) Extra over item no. 6.2.1 to 6.2.5 for
interior etc qty B.F.F Page no. 127 rs (3.36x2)
1017.415 6.72/m2
20/6.2.3/108 Inside wall plaster for 3rd floor
34.70 m2
Qty B.F.F Page no. 128 M.B No. 1724
6.2.8 Extra over item no. 6.2.1 to 6.2.5 for
interior plaster etc Gh B.F.F Page no. 128 rs ( 34.70 m2
3.36x3)
21/6.2.3/108
110.21/m2
3824
10.08/m2
350
15mm thick cement plaster in single coat etc
(1) in prop 1:4 outside wall plaster for g/f
Qty B.F.F Page no. 138 mb no. 1724
6.2.10 Extra over item no. 6.2.1 to 6.2.5 for
interior plastering etc (2) single coat plaster
qty B.FF. Page no. 138
21/6.2.3/108 Outside plaster for F/F Qty. B.F.F Page
6.2.10 Extra over item no. 6.2.1 to 6.2.5
exterior plaster etc (1) single coat plaster
Qty B.f.f Page No. 148 M.B. O. 1724 Rs ( 2.53
+ 2.26 = 4.79/m2)
21/6.2.3/108 Outside plaster for 2nd floor
Qty B.F.F Page no. 156 M.B.No. 1724
6.2.10 Extraover item no. 6.2.1 to 6.2.5 for
exterior wall plaster etc (1) single coat
plaster qty B.F.F page no. 156 M.B No. 1724
(2.53+2.26+2.26=7.05/M2
21/6.2.3/108 Outside plaster for 3rd floor
Qty B.f.f Page no. 161 M.B. NO.1724
6.2.10 Extra over item no. 6.2.1 to 6.2.5 for
exterior plaster (2) single coat plaster qty
B.F.F Page No. 162 M.B. No. 1724
Rs.(2.53+2.26+2.96+2.26=9.3)m2
22/5.1.1/79
6837
500.376 m2
110.21/m2
500.574 m2
2.53/m2
590.934 m2
110.21/m2
590.934 4.79/m2
612.024 110.21/m2
612.024m2
7.05/m2
265.31m2
110.21/m2
265.31m2
9.31/m2
55168
1266
65127
2831
67451
4315
29240
2470
Cement concrate work in toping 1:1:2 etc
15 mm Thick qty B.F.F Page No. 163 M.B no.
881.32 m2
1724
Providing and fixing flush door shuttersa
solid core etc or decorative type face panel
23/9.12.1/189
131.60 m2
and block bond core (3) 30mm thick qty b.f.f
page no. 165 mb no. 1724
Providing polished ceramic wall tiles of
approved quality (a) Normal range size
24/5.7.12/92
220.01 m2
200mm x 200 mm (2) orent made qty b.f.f
page no. 167 mb no. 1724
Providing Antiskid tiles and approved quality
sizes ceramic tiles (a) Normal range sizes
25/5.11.1/103
51.00 m2
300mm x 300 mm Qty B.F.F Page No. 169
M.B. No. 1724
Providng VIRIFIED floor tiles of approved
quantity of spe tiesl (a) Normal rang (size
26/5.7.2.1/93
600mm x 600mm) (2) Asian made qty B.F.F
Page no. 172 M.B No. 1724
160.19m2
188252/m2
166155
2251.28/ m2 296768
441.11/m2
97049
645.23/m2
32907
680.11/m2
108947
Providing polished granite tiles of approved
27/5.10.3.101 quality etc (1) with fix to chksey sika pedilite
rout Qty B.F.F Page no. 174 M.B
28/19.5/807
Providing drain with brick work in cement
mortar in Prop 1:5 etc (1) 300mm vide and
147.2/Mt
everage 150 mm deep bed slop etc con Qty
B.F.F page no. 176 M.B. No. 1724
(1) Dispending tow coat with oil bond
distemper of approved (1) printing coat with
29/13.2.2/236
distemping Qty B.F.F Page no. 185 M.B
No.1724
(ii) To coat Qty B.f.f Page no. 185 M.B No.
29/13.2.2/236
1724
30/13.3.5/241
31/13.3.3/239
32/19.2/307
33/15.2.1/270
33/1.5.2/270
33/4.2.1/270
3283.89
(B) Finishing wall with water providing
cement paint etc com Qty B.f.f Page No. 187
M.B.No. 1724
Providing plinth proteciton with brick flat
luid in cement mortar in Prop 1:4 Qty B.F.F
page No. 16 M.B. No. 1743
Supplying fitting and fixing and disd
alluminium fittings etc com.
(a) sliding door (b) 240mmx16mm qty b.f.f
page no. 16 of thin mb
(b) Tower bolts (III) 200mm x 12mm Qty
B.F.F Page no. 17 of thin M.B
Door, window randle
93013
29.69
97499
179489
421.61/m2
92493
1968.84m2
40.83/m2
80388
148.32 m2
458.06/m2
67939
70 nos.
240.37
16826
70 nos.
98.17
6872
140 nos.
61.09
8558
463.54/m2
90485
Providing fixing clear sheet glass in pulty etc
195.2 m2
3.00mm thick qty b.f.f page no. 18 of thin
m.b
Providng and fixing 25mm thick wooden
35/9.11.1/188 shutters for cup 60 and etc with 1st class
local wood Qty B.f.f Page No. 19 of thin mb
30530
631.88/mt
3900.26 46.02/m2
Providing two coat of J.K.Wall putty cement
2170.68 m2
etc Qty B.f.f Page No. 189 M.B No. 1724
100mm qty B.F.F Page No .17 of thin m.b
34/16.1/285
22.03 1385.86 /m2
139.2m2
1229.94/m2 171208
14071844