how to do rate analysis for P.C.C 1:4:8 for 2.83cum(100cft)
Answer Posted / ganesh
Rate analysis is only for Cum
so find outthe material requirment first, and do calculate
as per CPW data
For Ex pls find the below statement,
"Providing and laying in position cement concrete of
specified grade excluding the cost of centring and
shuttering -
-All work upto plinth level: 1:11/2:3 ( 1 Cement: 11/2
coarse sand : 3 graded stone aggregate 20 mm nominal size)"
Sl No Description Unite Quantity Rate
Amount
1 Stone aggregate 20mm cum 0.85 1060.07
901.06
2 Coarse sand cum 0.45 1590.11 715.55
3 Cement bag(50kg) 8 305.00 2440.00
4 Mason Day 0.1 450.00 45.00
5 M/C Day 1.63 300.00 489.00
6 F/C Day 0.7 200.00 140.00
7 Mixer Day 0.07 1800.00 126.00
8 Vibrator Day 0.07 600.00 42.00
9 Sundries LS 14.3 1.00 14.30
10 Total 4912.91
11 Add 1% for Water Charges
49.13
12 Shuttering sqm 3 135.00 405.00
13 Total 5367.04
14 10 % for contractor’s profit and overheads Cost of
1 cum 536.70
15 Total 5903.74
| Is This Answer Correct ? | 24 Yes | 15 No |
Post New Answer View All Answers
how to calculate the scour depth
Explain what is the difference between built area and super built up area?
How to calculate brick work quantity?? Block work quantity??
On what basis we decide the formation level of the road? other then that of 50% Cutting and 50% Filling??
what is the venturi effect in buildings? what is green house concept?different types of dams? which dam is economical arch dam or gravity dam. what are the conditions favourible to both of them?
how many spacers we need for 1 ton reinforcement? aprox.
What is the tensile strength of wood?
in one hour , one 200 excavator , how much quantity (mcube)can load ? soil is not hard not soft
what is escalation?how it is done?
Please Clear My doubt . We Can Design the size of the beam by manually by the Length of the beam...What is the technique adopted
Why are steel plates inserted inside bearings in elastomeric bearings?
how to do sudoko puzaals?
in 100 cft = 1350 bricks in 100 cft = ? bloks
My daily concrete volume of M25 concrete is 1st day= 25 Cum 2nd Day = 45 Cum 3rd Day = 55 Cum 4th Day = 22 Cum 5th Day =72 Cum 7th Day = 49 Cum. What will be acceptance criteria of concrete considering as per is 456 cl.15 and table 11 (cl 16.1 and 16.3).
why top layer of block work shoud be full size if any cut block adjustable than another layer?