| 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 | 22.61 | 131.676249447147 | 2977.2 |
|
2 | Excavation in earth for soft murum type of strata including dressing and converying the excavated material by head load upto a distance of 10m and laying or spereading or filling in furrahas in layers of 30cm. Thick upto a lift of 1.50m as directed. (B) Excavation in well- Rate for the other area | 33.91 | 166.169861397818 | 5634.82 |
|
3 | 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 | 42.39 | 227.167964142486 | 9629.65 |
|
4 | 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 | 14.13 | 268.832271762208 | 3798.6 |
|
5 | Exavation in hard man type of strata including dressing and canveying the excavated material by head load upto a distance of 10m and laying or spreading or fillinf in furrahas in layers of 30cm. Thick upto lift of 1.50m as directed. (B) Excavation for well- Rate for the other area | 14.13 | 413.912243453645 | 5848.58 |
|
6 | 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 | 147.19 | 516.577009307697 | 76034.97 |
|
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. | 42.39 | 86.3040811512149 | 3658.43 |
|
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. | 42.39 | 124 | 5256.36 |
|
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. | 29.44 | 161.685122282609 | 4760.01 |
|
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. | 29.44 | 199.229619565217 | 5865.32 |
|
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) | 127.58 | 236.840021947014 | 30216.05 |
|
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. | 255.13 | 41.3905459961588 | 10559.97 |
|
13 | 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) | 8.79 | 6076.12627986348 | 53409.15 |
|
14 | 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) | 40 | 167.437 | 6697.48 |
|
15 | Man days for unskilled | 16.8 | 248 | 4166.4 |
|
16 | 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) | 12.4 | 83.0322580645161 | 1029.6 |
|
17 | 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. | 0.35 | 54803.8285714286 | 19181.34 |
|
18 | Excavation in Hard Rock of all toughness by blasting including boulders above 0.6 m dia.(0.113Cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, leveling bed etc., complete with lead up to 15 m and lift up to 6 m. | 39.25 | 1012.90624203822 | 39756.57 |