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| 1 | Dismantling of Cement concrete paver blocks and stacking the serviceable Paver blocks properly at site and disposal of the unserviceable paver blocks average lead of 2 Km. The rates also includes cost of clening of sand over Cement Concrete surface 1:8:16 complete in all respect to the entire satisfaction of the Engineer-In-Charge. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge 1:3:6 or richer mix DSR 15.2.1 |
| 3 | Dismantling of existing kerbs and stacking the serviceable kerbs properly at site and disposal of the unserviceable kerbs upto to average lead of 2 kms. Complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 4 | Earth work in excavation by Mechanical means ( Hydraulic excavator) manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, and excluding of disposed earth to be leveled and neatly dresses (DSR 2.6.1-2.36) |
| 5 | Carriage of earth by mechanical transport including loading, unloading Lead of 5 km complete in all respect to the entire satisfaction of the E-I-C. (DSR 1.1.2) |
| 6 | Prepration 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 respects. |
| 7 | Fixing of dismantled PCC kerb after excavating /filling the earth to required level and grade complete in all respects The rate also includes cost of filling and pointing of joints with cement mortar 1:4 (1 cement: 4 coarse sand) Complete in all respect to entire satisfaction of Engineer-In-Charge. |
| 8 | 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) and finishing of surface complete in all respect to the entire satisfaction of Engineer In Charge. |
| 9 | Providing and fixing PCC kerbs of size 1’-0” x 1'-0” 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 | Providing and fixing PCC channel of size 1’-0” x 1'-0\\" x 3” 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)and finishing of surface complete in all respect to the entire satisfaction of Engineer In Charge. |
| 11 | 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 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size recycled Aggregate (RA) |
| 12 | Providing and fixing 300x300mm heavy duty chequerred tiles of ISI Marked and name of manufacturer embedded, rubber molded as per ISI Code 13801:2013 of 25mm thick with minimum 6mm thick top layer with white cement heavy duty polished with acrylic based coating, jointed with neat cement slurry mixed with pigment to match the shade of tiles on 20mm thick bed cement mortar 1:4 (1 cement: 4 coarse sand) complete in all respect to the entire satisfaction of Engineer-in- charge |
| 13 | Providing and fixing 2\\" dia 2'-3\\" high G.I. pipe (Heavy Duty) railing having vertical members to be fixed 7’-0” centre to centre. The horizontal/vertical members of railing are to be connected by means of 2” G.I. elbow. Vertical members of railing are to be embedded in ground up to 9” depth and to be fixed in cement concrete blocks of size 1’-0” x 1’-0” x 0”-9” (Cement Concrete 1:2:4). It further includes iron hold fast 0”-9” long of M.S. flat or section 50 x 12mm to be welded at the bottom of vertical members. Complete in all respects to the entire satisfaction of the E-I-C. |
| 14 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 20mm thick compacted bed of cement sand mortar 1:4 including grouting the joints with cement mortar etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). Please Enable Macros to View BoQ information |
