S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
1 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m | 26.36 | 57.6081183611533 | 1518.55 |
2 | Providing and laying in foundation, plinth and under floors cement concrete with 20mm nominal size graded stone aggregates (metal) i/c ramming in layers and curing complete excluding cost of form work ( if 20 mm metal is used in place of 40mm metal in item number 04.13 & 04.15)
(a) C.C. 1:2:4 (1cement, 2sand, 4metal) | 23.55 | 3904.30658174098 | 91946.42 |
3 | (c) CC 1:2:4 (1 cement, 2 sand, 4 graded stone aggregate 20mm nominal size) | 3.11 | 5280.38263665595 | 16421.99 |
4 | Centering and shuttering including strutting , propping etc. and removal of form work for P.C.C. work in foundation, footing, bases for column | 50.71 | 156.78110826267 | 7950.37 |
5 | (b) Cold twisted / Hot rolled deformed / Thermo mechanicaly treated steel bars | 71.59 | 71.7582064534153 | 5137.17 |
6 | (j) 5.0 Km. Lead | 9 | 174.084444444444 | 1566.76 |
7 | (X) 5.0 Km. Lead | 9 | 194.366666666667 | 1749.3 |
8 | (X) 5.0 Km. Lead | 9 | 152.113333333333 | 1369.02 |
9 | (b) Dense or hard soil | 60.24 | 148.774900398406 | 8962.2 |
10 | (I)1.50 m. to 2.00 m. | 20.18 | 201.589197224975 | 4068.07 |
11 | (II)2.00 m. to 2.50 m. | 15.68 | 211.651785714286 | 3318.7 |
12 | (XVIII)10.00 m. to 10.50 m. | 7.3 | 751.415068493151 | 5485.33 |
13 | (XIX)10.50 m. to 11.00 m. | 7.3 | 774.721917808219 | 5655.47 |
14 | (XX)11.00 m. to 11.50 m. | 6.92 | 798.053468208092 | 5522.53 |
15 | (XXI)11.50 m. to 12.00 m. | 6.92 | 821.359826589595 | 5683.81 |
16 | (XXII)12.00 m. to 12.50 m. | 6.92 | 844.667630057804 | 5845.1 |
17 | (XXIV)13.00 m. to 13.50 m. | 6.92 | 891.28323699422 | 6167.68 |
18 | (III)2.50 m. to 3.00 m. | 20.18 | 497.761149653122 | 10044.82 |
19 | (X)6.00 m. to 6.50 m. | 8.67 | 830.267589388697 | 7198.42 |
20 | (XI)6.50 m. to 7.00 m. | 8.7 | 848.431034482759 | 7381.35 |
21 | (XII)7.00 m. to 7.50 m. | 8.31 | 866.074608904934 | 7197.08 |
22 | (XIII)7.50 m. to 8.00 m. | 8.03 | 884.759651307597 | 7104.62 |
23 | (XIV)8.00 m. to 8.50 m. | 7.95 | 902.696855345912 | 7176.44 |
24 | (XV)8.50 m. to 9.00 m. | 7.95 | 920.85534591195 | 7320.8 |
25 | (XVI)9.00 m. to 9.50 m. | 7.6 | 939.127631578947 | 7137.37 |
26 | (XVII)9.50 m. to 10.00 m. | 7.6 | 957.289473684211 | 7275.4 |
27 | (XXIII)12.50 m. to 13.00 m. | 6.92 | 1092.68063583815 | 7561.35 |
28 | (IV)3.00 m. to 3.50 m. | 9.81 | 737.338430173293 | 7233.29 |
29 | (V)3.50 m. to 4.00 m. | 9.81 | 752.291539245668 | 7379.98 |
30 | (VI)4.00 m. to 4.50 m. | 9.81 | 767.479102956167 | 7528.97 |
31 | (VII)4.50 m. to 5.00 m. | 9.42 | 782.529723991507 | 7371.43 |
32 | (VIII)5.00 m. to 5.50 m. | 9.42 | 797.489384288747 | 7512.35 |
33 | (IX)5.50 m. to 6.00 m. | 9.04 | 812.37278761062 | 7343.85 |
34 | Collection of boulders at source (maximum size 0.014cum) without quarrying i.e. picked up boulders. | 9 | 161.025555555556 | 1449.23 |
35 | Collection of sand including screening, washing, stacking and all leads and lifts up to the loading point. | 9 | 224.576666666667 | 2021.19 |