| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | Filling foundation, around masonry work, plinth, sides of foundation etc. with moorum I/c ramming layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m. | 59.6 | 274.355872483222 | 16351.61 |
|
2 | (b) C.C. 1:3:6 (1cement, 3sand, 6metal) | 31.58 | 3169.80747308423 | 100102.52 |
|
3 | (b) CC 1:1.5:3 (1 cement, 1.5 sand, 3 graded stone aggregate 20mm nominal size) | 17.27 | 5770.30167921251 | 99653.11 |
|
4 | (j) Cement mortar 1:6 (1cement, 6sand) | 20.57 | 3873.48176956733 | 79677.52 |
|
5 | Steel work welded in built up sections, framed work, including cutting hoisting fixing in position in gratings, frames, guard bars, ladders, railing, brackets and similar works & trusses and trussed purlins up to 25m span and 15 m over all height | 2624.06 | 86.068039602753 | 225847.7 |
|
6 | (b) Cold twisted / Hot rolled deformed / Thermo mechanicaly treated steel bars | 1356.01 | 72.0499922566943 | 97700.51 |
|
7 | Providing and fixing barbed wire fencing with 5 rows of horizontal barbed wire and 2 digonal rows tightened to RCC post as per IS:4996-1984, 2M long, 1.4 m above and 0.6 m belowe ground level, c/c spacing of each post shall not exceed 3M with diagonal strut at every 30M to hold the fencing in line and level. Top and bottom section of RCC post shall be 100mm X 100mm and 150mm X 150mm respectively, with iron pins casted in post. The weight of two ply GI barbed wire shall not be less than 9.38 kg per 100 m lenght of wire. The RCC post shall be casted in M-20 cement concrete as per IS:456-2000, with reinforcement as per IS:432-1982, 10mm dia 4 nos longitudinal bars and 6mm dia stirrups @ 150mm c/c, complete with cost of excavation & filling cement concrete M-15 grade for fixing posts & struts to the pit of size 0.30x0.30x0.60 M for each post and struts etc. complete. | 116 | 221.203620689655 | 25659.62 |
|
8 | (c) Cement mortar 1:5 (1cement, 5sand) | 98.04 | 106.147286821705 | 10406.68 |
|
9 | (c) Cement mortar 1:5 (1cement, 5sand) | 119.61 | 146.659560237438 | 17541.95 |
|
10 | (a) 0.63 mm thick sheet. | 246 | 628.919105691057 | 154714.1 |
|
11 | (a) 0.63 mm thick sheet. | 24.6 | 448.342682926829 | 11029.23 |
|
12 | (a) 40 mm thick. | 115.84 | 251.703038674033 | 29157.28 |
|
13 | (b) White cement | 185.34 | 29.8039818711557 | 5523.87 |
|
14 | (a) 3 coats | 70.02 | 107.860611253927 | 7552.4 |
|
15 | (b) Dense or hard soil (PT/45/45) | 283.5 | 169.041552028219 | 47923.28 |
|
16 | (b) Dense or hard soil | 55.66 | 148.322493711822 | 8255.63 |