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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | 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. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) DSR 4.1.10 |
| 4 | Carriage of material by mechanical transport including loading, unloading and stacking |
| 5 | Providing and laying 60mm thick factory made cement concrete interlocking paver blocks of M-30 grade made by block making machine with strong vibrating compaction and of approved size and design/ shape laid in required color and pattern over and including 20-30mm thick compacted bed of sand, filling the joints with coarse sand etc. complete as per the directions of Engineer-in-charge. |
| 6 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 7 | Taking out existing channel of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.NS |
| 8 | Fixing of old kerb after excavating/filling the earth to required level and grade complete in all respect. The rate also includes cost of filling and pointing of joints with cement mortar 1:4 (1 cement : 4 coarse sand). |
| 9 | Providing and fixing PCC kerbs of size 2’-0” x 9” having 4” thickness at bottom and 3” thickness at top and made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes the cost of filling and pointing of joints between kerbs with cement mortar 1:4 (1 cement 4 course sand) Complete in all respect to the entire satisfaction of Engineer In Charge. |
| 10 | Fixing of old channel after excavating/filling the earth to required level and grade complete in all respect. The rate also includes cost of filling and pointing of joints with cement mortar 1:4 (1 cement : 4 coarse sand). |
| 11 | 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. The rates is to be fixed over 20mm thick cement sand mortar 1:4 including grouting of joints complete in all respect to the entire satisfaction of Engineer -in-charge |
| 12 | Carriage of material (1.1) by mechanical transport including loading unloading and stacking complete in all respect using appropriate labour and machinery to carry dispose the building rubbish/ malba/ dismantled and wastes to the Municipal Corporation C&D waste processing plant to an average lead of 10 Km and all lifts to entire satisfaction of Engineer in Charge. Please Enable Macros to View BoQ information |
