3 2.5m thick cement concrete 1:1/1.
5:3 Damp proof course (DPC)
PARTICULAR QUANTITY RATE COST
Stone ballast 12mm
gauge 2.25cum 3011.21 6775.00
Sand (coarse) 1.13cum 2748/cum 3145.00
Cement 22bags 0.75cum 9632/cum 7224.00
Cem- (1bag) 22.50kg 60 per kg 1350.00
Total 18494.00
Mistri 1/3 nos. 600 200
Mason 8nos. 400 3200
Mazdoor 8nos. 350 2800
Bhishti 1nos. 200 200
From inside Lump-sum 200 200
Senturate% T &P Lumsp-sum 100 100
Total 6400.00
Total M&L 24894.00
Add 1.5% of water
charge 373.41
Add 10% contractor
profit 2489.4
Grand total 27756.81
Rate per m 27756.81/100
=277.57 Rs
4 RCC work in beams, slabs etc.
PARTICULAR QUANTITY RATES COST
MATERIALS:
Stone ballast 20mm 8.80cum 3312.32/cum 29148.41
gauge
Sand(coarse) 4.40cum 2704/cum 12249.6
Cement(66bags) 2.20cum 9632/cum 21190.4
Steel, mild steel, bars
@ 1%=5cum@
78.59g/cum=7.859 7.85g 7000/g 54950
Binding wires 1.50kg 200/kg 300
Total 1,17838
LABOUR:
Mistri(Head) 1/2 nos. 600 300
Mason 3 nos. 500 1500
Mazdoor(Beldaar) 12 nos. 350 4200
Bpy or women coolie 20 nos. 300 6000
Bhisti 6 nos. 250 1500
Total 13,640
Bending, crackiing
+bending steel bars
in position
Black smith(II class) 8nos. 450 3600
Mazdoor (beldar) 8nos. 350 2800
T&P Lump-sum 140 140
Total 6540
Centering &
shuttering (both
erection and
dismantling)
Timber plank & Lump-sum 15006.6 1500
ballies
Carpenter(IIclas) 10 nos. 600 6000
Mazdoor (beldar) 10 nos. 350 3500
Nails Lump-sum 200l.s. 200
T&P Lump-sum 140 l.s. 740
Total 11,340
GRAND TOTAL 149358
1/1.5%add water
charges 2240.37
10% for contractor
profit 14935.8
GRAND TOTAL 166534.17
rates per cum =166534.17/10 = Rs.16653.417
5 Ist class brick work in superstructure
PARTICULAR QUANTITY RATES COST
MATERIAL:
Brick Ist class
(500brick/cum) 5000nos. 7/bricks 35000
Cement(13.5bags) 0.28 cum 9632 per cum 2696.96
Sand(local) 2.7 cum 1505 per cum 4063
Total 41759.96
LABOUR:
Mistri(head mason) 1/2 nos, 600 300
Mason 10 nos. 500 5000
Mazdoor 7 nos. 350 2450
Boy or women coolie 10 nos. 300 3000
Bhishti 2 nos. 250 500
Scaffolding Lump-sum 380 380
Sundries T&P Lump-sum 140L.s. 140
Total 11770
1/1.5% add water
charge 176.55
10% add contractor
profit 1177
GRAND TOTAL 13123.55
Rates /cum =13123.55/10=Rs. 1312.355
6 Mosaic in terrazo tile floor take 100sq.m
PARTICULAR QUANTITY RATES COST
MATERIAL:
Mosaic tiles
20cm*20cm
Nominal size 100 sq.m 540/sq.m 54000
2500nos.
20mm lime mortar 1cum 1200/cum 1200
white lime(slaked)
Surkhi 2cum 750/cum 1500
Cement for neat
cement paste o grout 0.2cum 9632/cum 1926.4
for laying tiles and
for joints
6buy
TOTAL 58626.4
LABOUR:
Mistri(head mason) 1 nos 600 600
Mason(speacilist) 15nos. 500 9000
Mazdoor(beldar) 15nos. 350 5250
Bhisti 1/1.5 250 375
Polishers 120 nos. 400 48000
Polishing stone L.s. 1500 l.s. 1500
Oxalic acid powder L.s. 500 l.s. 500
Sundries T&P L.s. 140 l.s. 140
Total 65,365
Grand total 123991.4
1/1.5% water
charges 1859.87
10% contractor profit 12399.14
Grand total 138250.41
7 7.5 cm thick lime concrete in floor PPC 100sqm
PARTICULAR QUANTITY RATES COST
MATERIAL:
Brick ballast Iclass
40mm gauge 7.50 cum 975/cum 7312.5
White lime slaked 1.20cum 1200/cum 1440
Surkhi (or sand) 2.40cum 1050/cum 2520
Total 11275.5
LABOURS:
Mistri(head mason) 1.5nos 600 300
Mason 1nos. 500 500
Mazdoor(beldar) 10nos. 350 3500
Boy or women coolie 10nos. 300 3000
Bhisti 1nos. 250 250
Sundries T&P Lump-sum Lump-140 140
Total 7690
Grand total 18965.5
1/1.5% water charge 284.48
10% add for
contractor profit 1896.55
Grand Total 21146.53
for 1 cum= 21146.53/100 = Rs.211.46
8 12 mm plastering 1:6unit 1sqm take 100sqm
PARTICULAR QUANTITY RATES COST
MATERIAL:
Cement (9bag) 0.30cum 9632/cum 2889.6
Sand(local) 1.80cum 2784/cum 5122.56
Total 8012.16
LABOUR:
Mistri(head mistri) 1/3nos. 600 200
Mason 10nos. 500 5000
Mazdoor 15nos. 350 5250
Including ranking
joints
Bhisti including 3/4 nos. 250 187.5
(curing)
Scaffolding sundries Lump-sum 400 400
T&P Total 10637.5
Grand Total 18649.66
1/1.5% add water
charges 279.74
10% contractor profit 1864.96
Grand Total 20794.36
for 1sqm rates=20794.36/100=Rs. 207.94
COSTING
S.No. ITEM QUANTITY RATE COST
01 Earthwork:
Earthwork In
Excavation In
Foundation
(1.5m Lift
30m Lead)
23cm Wall
11.5cm Wall 122.8 1617 206,976
02 Concrete
Work: PCC in
foundation
(1:6:12) 36.98 2241.8 82901.76
DPC at plinth
(1:2:4) with 2 26.3 277.57 7300.091
Coat bitumen
03 Masonary
work:
Masonry work
in 1312.3 100,246.59
76.39
superstructure
04 Flooring
Work: mosac
and terrazo
187.0 1382.5 258527.5
05 RCC work in
beams, slabs
etc. 1665.34
28.75 47878.52