|
| 1 | Taking out existing kerb stones of all types from footpath/ central verge, including cleaning of kerb stone from cement mortar and stacking of serviceable material within 50 metre lead as per direction of Engineer in Charge. (N.S.) |
| 2 | Taking out existing channel stones of all types from footpath/ central verge, including cleaning of channel stone from cement mortar and stacking of serviceable material within 50 metre lead as per direction of Engineer in Charge. (N.S.) |
| 3 | Taking out existing CC interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge. (DSR 16.83) |
| 4 | Taking out existing CC Tiles from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge. |
| 5 | Carriage of building rubbish by mechanical transport including loading, unloading and stacking for lead upto 5 km. (DSR 1.1.1) |
| 6 | Re-Fixing of new / old kerb after excavation / filling the earth to required level and grade complete in all respect . The rate also includes the cost of filling and pointing of joints cement mortar 1:4 ( 1 cement : 4 coarse sand) complete in all respect to the entire satisfaction of the Engineer-In-Charge |
| 7 | Providing and Laying of kerb 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 fixing in position 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. |
| 8 | Re- fixing PCC Channel of size 2’-0” x 1' 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) Complete in all respect to the entire satisfaction of Engineer In Charge. |
| 9 | 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 1:4 (1 cement : 4 coarse sand), including making joints with or without grooves, including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. |
| 10 | 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) (DSR 4.1.10 A) |
| 11 | Providing and laying in position cement concrete 1:5:10 (1 cement: 5 sand: 10 stone gauge40mm ) mixed with mechanical mixture for Seal holes in foundations of buildings or entrances to rat burrows with a minimum of 2 in. (5 cm) of reinforced mortar mixed with iron filings (from machine shops) or broken glass pieces 1/8 in. to 1/2 in. (0.3 cm to 1.3 cm) long. by putting in tough paper bag and smash it with a hammer. Shake & mix the broken glass pieces into the mortar as per site requirement complete in all respect to the entire satifaction of Engineer Incharge. |
| 12 | Removing and refixing existing MS Flat/ GI Railing with Cement Concrete block of 1'x1'x1' complete in all respect to the entire satisfaction of Engineer incharge.(NS) |
| 13 | P/F 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 embaded in ground upto 9\\" depth and to be fixed in cement concrete blocks of size 1'x1'x9\\" (cement concrete 1:2:4) It further includes iron hold fasts 9\\" long of MS flat or section 50x12mm to be welded at the bootom of vertical members complete in all espect to the entire satisfaction of the E.I.C. |
| 14 | 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 |
| 15 | 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 cement sand mortar 1:4 including grouting the joints with cement mortar etc. all complete as per the direction of Engineer-in-charge. |
| 16 | Re-fixing Of Old paver block of 60mm 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 overover 20mm thick cement mortar 1:4 complete as per the directions of Engineer-in-charge. |
| 17 | Providing and fixing GI Tee for 50mm dia G.I Pipe complete in all respect to the entire satisfaction of Engineer In Charge. |
| 18 | Providing and fixing GI Elbow for 50mm dia G.I Pipe complete in all respect to the entire satisfaction of Engineer In Charge. |
| 19 | Making thread in Existing GI Pipe of 50mm thick complete in all respect to the entire satisfaction of Engineer In Charge. Please Enable Macros to View BoQ information |