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| 1 | 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. |
| 2 | Dismentaling of B.O.E. soling/ interlocking tiles including stacking of sevicable material and disposal of unsevicable material within a lead of 50m as per deirection of EI/C (Labour only) |
| 3 | 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. |
| 4 | Construction of granular sub base (GSB) by providing coarse 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. |
| 5 | 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 |
| 6 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, cuvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of engg-in-charge.(Old CC paver blocks shall be supplied by the department free of cost) |
| 7 | Providing and laying of factory made 80mm thick interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/laying of interlocking tiles leveling and dressing of surface to required level and slope, filling joints with local sand including the cost of material, labout T&P etc required for proper completion of work as directed by engg-in-charge. |
| 8 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1cement : 3 coarser sand) including making joints with or without grooves (thickness of joints except ar sharp curve shall not to more than 5mm) including making drainage, opening wherever required complete etc. as per direction of Engg-in-charge (Length of finished kerb shall be measured for payment) |
| 9 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M-10 grade foundation, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. |
| 10 | Providing, laying and jointing of 300mm dia R.C.C. NP-2 hume pipe with all charges complete. |
| 11 | Construction of gullypit of 0.60x0.60x0.75 m internal size with jali, labour, T&P etc, required for proper completion of work. |
| 12 | 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. |
| 13 | Disposal of surplus earth/malwa upto 3.00km distance including loading/unloading of material with all charge complete. |
| 14 | Add 18 % G.S.T. Please Enable Macros to View BoQ information |
