|
Sr. No. |
Particulars of items |
Quantity |
Unit |
Rate |
Per |
Amount |
|
Rs. P |
Rs. P |
|||||
|
1. |
Earth work in excavation in foundation in filling up to plinth level |
47.091 |
Cu m |
3280 |
% cu m |
1,544.58 |
|
2. |
foundation base footing |
12.72 23.56 |
Cu m Cu m |
1500 1500 |
Cu m Cu m |
19,080 35,340 |
|
3. |
D.P.C. |
18.837 |
Sq m |
1500 |
Per cu m |
28,255.5 |
|
4. |
Wall Parapet wall |
26.59 4.6 |
Cu m Cu m |
3835 3835 |
Per Cu m |
1,01,972.6 17,641 |
|
5. |
Plaster |
282.76 |
Sq m |
20 |
Sq m |
5,655.2 |
|
6. |
White washing |
265.86 |
Sq m |
20 |
Sq m |
5,317.2 |
|
7. |
Column (RMC) |
7.107 |
Cu m |
2500 |
Cu m |
17,767.5 |
|
8. |
Beam (RMC) |
4.401 |
Cu m |
2500 |
Cu m |
11,002.5 |
|
9. |
Slab (RMC) Floor Roof |
7.129 5.975 |
Cu m Cu m |
2500 2500 |
Cu m Cu m |
17,822.5 14,937.5 |
|
|
Total construction
cost |
|
|
|
2,76,337 |
|
|
1% 0f Water 5% Contingences 10% Contractor profit |
2,763.37 13,816.8 27,633.7 |
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|
Total |
3,20,551 |
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