| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | Excavation in earth for all sorts of soil & silt, lime, shadu, sand/ grit, such types of strata including dressing and conveying the excavated material by head and upto a distance of 10m and laying or spreading or filling in furrahas in layers of 30cm thick upto lift of 1:50m as directed. (C) Excavation for well- Rate for the other area | 58.904 | 135.935929648241 | 8007.17 |
|
2 | Excavation in earth for hard murum type of strata including dressing and conveying the excavated material by head load upto a distance of 10m and laying or spreading or filling in furrahas in layers of 30cm thick upto a lift of 1.50 m as directed. (B) Excavation for well- Rate for the other area | 53.309 | 234.496051323416 | 12500.75 |
|
3 | Excavation in earth for hard murum containing boulders upto size of 0.1 cum type of strata, including dressing and converying the excavaed material by headload upto a distance of 10m and laying or spreading or filling in furrahas in layers of 30cum. thick upto lift of 1.50m as directed. (B) Excavation for well- Rate rate for the other area | 47.714 | 277.504086850819 | 13240.83 |
|
4 | Excavation in soft rock type of strata including dressing and conveying the excavated material by head load upto a distance of 10m and laying or spreading or filling in furreahas in layers of 30cm. Thick upto lift of 1.50m as directed. (B) Excavation for well- Rate for the other area | 23.857 | 533.248103282056 | 12721.7 |
|
5 | Additional rate of additional lead by head load for all kind of soil, sand, soft murum, hard murum, stones, pebbles,boulders, rock. (Additional lead of 20 m. in other area) | 183.784 | 46.5920319505506 | 8562.87 |
|
6 | Extra rate of additional lift of 1.5 m and/or its part for conveying material obtained from all types of strata from pit / borrow area.
Additional lift 1.5 m in other area. | 29.452 | 61.8752546516366 | 1822.35 |
|
7 | Extra rate of additional lift of 1.5 m and/or its part for conveying material obtained from all types of strata from pit / borrow area.
Additional lift up to 3.00 m in other area. | 29.452 | 89.0880076055955 | 2623.82 |
|
8 | Extra rate of additional lift of 1.5 m and/or its part for conveying material obtained from all types of strata from pit / borrow area.
Additional lift up to 4.50 m in other area. | 29.452 | 128.000135814206 | 3769.86 |
|
9 | Extra rate of additional lift of 1.5 m and/or its part for conveying material obtained from all types of strata from pit / borrow area.
Additional lift up to 6.00 m in other area. | 23.857 | 166.91201743723 | 3982.02 |
|
10 | Extra rate of additional lift of 1.5 m and/or its part for conveying material obtained from all types of strata from pit / borrow area.
Additional lift up to 7.50 m in other area. | 23.857 | 205.670453116486 | 4906.68 |
|
11 | Extra rate of additional lift of 1.5 m and/or its part for conveying material obtained from all types of strata from pit/borrow area. Additional lift up to 9.00 m.
(For other area) | 23.857 | 244.510625812131 | 5833.29 |
|
12 | Extra rate of additional lift of 1.5 m and/or its part for conveying material obtained from all types of strata from pit / borrow area. Additional lift up to 10.50 m and for all subsequent lift (Rate is extra amount in addition to the amount of item no 64.01.12.06a2)
For other area. | 23.857 | 42.7262438697238 | 1019.32 |
|
13 | Providing and Fixing 110 mm diameter PVC Rain Water pipe with necessary fittings such as bends, tees, | 20 | 235.079 | 4701.58 |
|
14 | Providing and laying in situ / ready mix / ready mix M20 RCC
work with trap/ granite/ quartzite/ gneiss metal in well steining
including shuttering, compacting by vibrating, finishing and
curing etc. complete. (fully automatic micro processor based
PLC with SCADA enabled with reversible drum type mixer/
concrete batch mix plant (pan mixer) with natural/artifical
sand, excluding reinforcement) | 17.241 | 6421.58401484833 | 110714.53 |
|
15 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | 180 | 169.000722222222 | 30420.13 |
|
16 | In well bore (150mm dia for soft soil/murum & 115mm dia for rock) | 30 | 318.128 | 9543.84 |
|
17 | Backfilling the trenches in layers not
exceeding 300 mm, each layer shall be
consolidated by watering and ramming without
disturbing the pipe line with excavated stuff as
directed including breaking of clods of soil etc
complete. (The backfilling on the two sides of
the pipeline should be carried out
simultaneously) | 54.109 | 85.7062595871297 | 4637.48 |
|
18 | Man days for unskilled | 8.28 | 256 | 2119.68 |
|
19 | Lum sum Material for all works. | 7450 | 1 | 7450 |
|
20 | Cutting, bending, hooking, laying in position
and tying M.S./HYSD/TMT bars for
reinforcement of R.C.C. work as per detailed
drawing etc. complete. | 0.455 | 59613.3186813187 | 27124.06 |