|
3 - SUB GRADE AND COMPACTION |
|
Sl No |
Description |
Unit |
Rate |
|
|
|
|
|
|
|
18 |
Dressing of earthwork including cutting and filling upto 15cm. |
cum |
Rs.17.10 |
|
|
|
(Rupees seventeen and paise ten) only. |
|
|
|
|
|
|
|
|
|
|
|
|
19 |
Cutting/trenching the subgrade to proper slope, camber and removing
inequalties including removing the stuff and depositing on the road
side slope (cutting of earth shall be paid separately). |
sqm |
Rs.0.40 |
|
|
|
(Paise forty) only. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
Heavy dressing of subgrade including minor correction of camber and
superelevation (earth cutting exceeding 10cm depth shall be paid
separately). |
sqm |
Rs.1.20 |
|
|
|
(Rupees one and paise twenty) only. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
21 |
Laying earth as per specification for compaction in 250mm thick loose
layers and dressing but excluding rolling and watering. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
(a) |
By manual means. |
|
|
|
|
|
i) When laying of earth in layers is done simultaneously with
excavation of earth work. |
cum |
Rs.4.00 |
|
|
|
|
(Rupees four) only. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ii) When laying of earth in layers is done from stockpiles including
breaking of clods and dressing. |
cum |
Rs.16.90 |
|
|
|
|
(Rupees sixteen and paise ninety) only. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
(b) |
By mechanical means. |
|
|
|
|
|
i) From earth in stock piles. |
cum |
Rs.19.20 |
|
|
|
|
|
(Rupees nineteen and paise twenty) only. |
|
|
|
|
|
|
|
|
|
|
|
|
22 |
Watering the earth to bring the earth to required O.M.C. |
cum |
Rs.16.10 |
|
|
|
(Rupees sixteen and paise ten) only. |
|
|
|
|
|
|
|
|
|
|
|
|
23 |
Rolling to specification with the use of vibratory roller when earth
is at suitable moisture contents - |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
(a) |
With desired field density not less than 97% of maximum dry density
(modified heavy proctor test). |
cum |
Rs.15.80 |
|
|
|
|
(Rupees fifteen and paise eighty) only. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
(b) |
With desired field density not less than 100% of maximum dry density
(modified heavy proctor test). |
cum |
Rs.18.10 |
|
|
|
|
(Rupees eighteen and paise ten) only. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
24 |
Rolling to specification with power roller when earth is at suitable
moisture contents - |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
(a) |
With desired field density not less than 97% of maximum dry density
(ordinary proctor test). |
cum |
Rs.8.10 |
|
|
|
|
(Rupees eight and paise ten) only. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
(b) |
With desired field density not less than 100% of maximum dry density
(ordinary proctor test). |
cum |
Rs.9.30 |
|
|
|
|
(Rupees nine and paise thirty) only. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
25 |
Compaction of original ground with maximum of six passes of 8 -
10 tonnes Power Roller including filling in depression occuring during
rolling. |
sqm |
Rs.2.70 |
|
|
|
(Rupees two and paise seventy) only. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|