| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | signboard | 1 | 7000 | 7000 |
|
2 | Site clearance, cutting grass, raking into heaps and removing off the premises | 2000 | 1.5 | 3000 |
|
3 | Contingency | 1 | 62000 | 62000 |
|
4 | Extra for every additional Lead beyond 50metres or part thereof upto 200 m for every 50 m lead | 8028.6 | 19.8 | 158966.28 |
|
5 | Providing and laying in foundation, plinth and under floors cement concrete with 40mm nominal size graded stone aggregates (metal) i/c ramming in layers and curing complete excluding cost of form work-C.C. 1:2:4 (1cement, 2sand, 4metal) | 39.04 | 2846.6 | 111131.264 |
|
6 | Providing and laying in foundation, plinth and under floors cement concrete with 40mm nominal size graded stone aggregates (metal) i/c ramming in layers and curing complete excluding cost of form work-C.C. 1:3:6 (1cement, 3sand, 6metal) | 7.5 | 2250.9 | 16881.75 |
|
7 | Add to item No. 0413 and 0415 if in place of 40mm metal.-If 20 mm graded metal is used | 39.04 | 149.2 | 5824.768 |
|
8 | False work for R.C.C. and P.C.C. work in plinth and foundation | 47.85 | 132.3 | 6330.555 |
|
9 | 22cm thick dry stone pitching (without quarry spalls) with individual stone of 22cm depth and minimum size 0.014 | 1021.1 | 158.7 | 162048.57 |
|
10 | Transportation charges of water for every additional 200m or part thereof, beyond initial lead of 200m up to 2 Km. Lead for | 46.94 | 32.6 | 1530.244 |
|
11 | Transportation charges of water for every additional 200m or part thereof, beyond initial lead of 200m up to 2 Km. Lead for | 533.8 | 9 | 4804.2 |
|
12 | Add if Lead is more than 5.00Km-For every 0.5 Kms. Lead beyond 5 Kms. and part there of upto 10 Kms. | 9.62 | 300.08 | 2886.7696 |
|
13 | Add if Lead is more than 5.00Km-For every 0.5 Kms. Lead beyond 10 Kms. and part there of upto 30 Kms. | 325.84 | 249.43 | 81274.2712 |
|
14 | Add if Lead is more than 5.00Km-For every 0.5 Kms. Lead beyond 50 Kms. and part there of upto 100 Kms. | 40.75 | 616.12 | 25106.89 |
|
15 | Transportation rates for Moorum, sand, earth, surkhi, fly ash, cement and mortars. | 533.8 | 130.77 | 69805.026 |
|
16 | FOR EARTHEN DAM - Benching the seat of embankment over to an average depth of 15cm and cross slope of 1:12 including earth work removing the rubbish upto a distance of 50m including dressing. | 88.08 | 359.61 | 31674.4488 |
|
17 | FOR EARTHEN DAM - Excavation of puddle trench for earthen embankment to proper side slopes and bed grade including shoring wherever necessary dressing 50m lead and 1.5m lift | 391 | 73.4 | 28699.4 |
|
18 | FOR EARTHEN DAM - Puddle filling of good clay including lead upto 50m including mixing watering and kneeding by tamping ramming and laying etc. | 533.8 | 137.3 | 73290.74 |
|
19 | Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed -Dense or hard soil for Road Work | 6810.82 | 73.4 | 499914.188 |
|
20 | Earth work in rough excavation,filling excavated earth into depressions on banking as directed ,top surface to be levelled and neatly dressed.-Hard moorum | 0 | 0 | 0 |