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| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth 1 meter from cutting edge in all kinds of soil. |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 30% boulder |
| 6 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 8 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. |
| 9 | Supplying and stacking at site Graded crushed stone aggregate of size of 63mm to 45mm. |
| 10 | Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) |
| 11 | Supplying and stacking at site good earth. |
| 12 | Providing and Laying Water Bound Macadam with specified stone aggregate screening and Binding material including screening, sorting to template and consolidation with road roller 80-100 KN capacity. Base course (63mm - 45mm size) including screening with good earth in one layer of 75mm thick (consolidated) |
| 13 | Add Provission for Citizen information Board including painting writing etc. all complet job and (Without detailed measurements of CIB board will not draw any kind of amount) |
| 14 | Carriage of Sand and Bajri average distance 25.00 Km by M.T |
| 15 | Carriage of Cement avg. distance 06.00 km by M.T |
| 16 | Carriage of Tile avg. distance 22.00 km by M.T |
| 17 | Carriage of Screening average distance by 25.00 km by M.T |
| 18 | Carriage of Good earth avg, lead 03.00 Km by M.T |
