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| 1 | Dismantling of Cement concrete paver blocks/pcc tile and stacking the serviceable Paver blocks at site and disposal of the unserviceable paver blocks within average lead of 2 Km complete in all respect to the entire satisfaction of the Engineer-In-Charge. (N.S) |
| 2 | Dismantling of Kerb and stacking the serviceable kerb properly at site and disposal of the unserviceable kerb average lead of 2 Km complete in all respect to the entire satisfaction of Engineer - In - Charge.(N.S.) |
| 3 | Dismantling of channels and stacking the serviceable channel properly at site and disposal of the unserviceable channel average lead of 2 Km complete in all respect to the entire satisfaction of Engineer - In - Charge.(N.S.) |
| 4 | Preparation of sub grade including trenching rough dressing of soil, final dressing of earth to give level and camber,watering, rolling with a road roller and compaction of bed complete in all respect to the entire satisfaction of Engineer - In Charge.(N.S.) |
| 5 | Providing and laying granular sub base, spreading and compacting course graded sub base material sand , morrow, graval, crushed stone of combination thereof confirming to grading –II of table 400.2 of MORTH specification (latest revision as on date). The material shall be mixed by mix in place method or with motivator at OMC and carried to site, spread in uniform layers and compacted with 8-10 tones smooth heeled/Vibratory roller to achieve desired density. Complete in all respect as per clause 401 of MORT&H specification (latest revision as on date) as per direction of Engineer - in - Charge. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:5:10 (1 Cement 5 Coarse Sand 10 Nominal size of stone agg ) |
| 7 | Providing and Laying of PCC kerb of size 2’-0” x 0'-9'' having 4” thickness at bottom and 3” thickness at top placed at or near ground level in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (DSR ref. No. 16.85) |
| 8 | Providing and fixing Precasting plain cement concrete Channel of size 2'-0\\" x 1'-0\\" x 3\\" thick duly mixed, mechanically & compacted made of PCC 1:2:4 duly cured and finished. , jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. |
| 9 | Laying at or near ground level old channel of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. |
| 10 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 20 mm thick compacted bed of cement mortar (1 cement 3 coarse sand) and floating coat of neat cement etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). (DSR ref. No.16.84) |
| 11 | 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, of approved size, design & shape, laid in required colour and pattern over 20mm thick compacted bed of cement sand mortar 1:3 including grouting the joints with cement mortar etc. all complete as per the direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
