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| 1 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(Not exceeding 1.5m in width) and for shafts, wells cesspits and the like notexceeding 10 sqm on plan, depth upto 1.5 mtrincluding disposal of excavated earth upto 1 mtr from cutting edge ,disposed earth is to be leveled and neatly dressed in (All kind of soil) |
| 2 | Providing and laying in position Cement concreteof specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6using 20% plumof nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed |
| 4 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 5 | Stone filling hand packed in horizontal on level including cost of stones. |
| 6 | Centering and Shuttering including strutting, propping etc and removal of form work formass concrete |
| 7 | Foundations, footings, bases of columns |
| 8 | Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm .(excluding carriages) |
| 9 | Supplying and stacking of stone screenings/ chippings at site excluding carriage. 13.20 mmnominal size) |
| 10 | Supplying and stacking of good earth at site, excluding carriage . |
| 11 | Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template andconsolidation with power road roller of 8 to 10 tonne capacity etc. complete. |
| 12 | Base course with 63mm to 45mm size, |
| 13 | Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete. |
| 14 | Sand for an average distance of 160 kms by M.T |
| 15 | Stone aggregate below 40 mm nominal size for anaverage distance 2 kms by M.T |
| 16 | Stone aggregate above 40 mm nominal size for anaverage distance 2 kms by M.T |
| 17 | Stone for an an average distance of 2 Kmby M.T |
| 18 | Stone Screening for an average distance for 2 Km by MT |
| 19 | Good Earth for an average for 1 Km by MT |
