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| 1 | Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5 m in width as well 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m ,as directed by engg-in-charge:2.1.1 All kinds of soil. |
| 2 | Dismantling of cement concrete or brick or granolithic floors including base concrete and including stacking of materials as directed by engg. i/c. within a distance of 60mtr. |
| 3 | Construction of granular sub base (GSB) by providingcoarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401. |
| 4 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) |
| 5 | 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) |
| 6 | Construction of gullypit of 0.60x0.60x0.75 m internal size with jali, labour, T&P etc, required for proper completion of work. |
| 7 | Providing and laying of 125micron plastic sheet etc all complete. |
| 8 | Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering - All work up to the plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) : 3 graded stone aggregate 200 mm nominal size |
| 9 | Construction of manhole chamber of 0.60x0.60x0.90m internal size with b/w, plaster, cover, C.I. sheet, labour T&P etc required for proper completion of work. |
| 10 | Providing, laying and jointing of 300mm dia R.C.C. NP-2 hume pipe with all charges complete. |
| 11 | Cartage of materials by head load up to 90.0mtr distance including loading/unloading with all charges complete. |
| 12 | Disposal of surplus earth/malwa upto 3.00km distance including loading/unloading of material with all charge complete. |
| 13 | Earth work in surface excavation by mechanical means (Hydraulic excavator)/manual means foundation trenches or drain (not exceeding 1.5m in width or 10sqm on plan), excavated soil and disposal of surplus excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m including dressing and sides and ramming of bottoms, lift upto 1.50m including getting out the all kinds of soil. |
| 14 | Providing & laying in position specified grade of reinforced cement cocrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level: 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm. |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeupto plinth level. Thermo mechanically treated bars of grade Fe-500D or more. |
| 16 | Add 18 % G.S.T. |
