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| 1 | Rejuvenation |
| 2 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete |
| 3 | OD527491/2025-2026:Under water contaminated slurry removal by mechanical means (Hydraulic excavator)/manual means over areas including disposal of availed liquid slurry, lead up to 50m and lift upto 1.5m |
| 4 | OD527492/2025-2026:Removing objectionable waste debris from inside the Pond to a distance of 50moutside the periphery of the area cleared |
| 5 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar |
| 6 | 2.8.1: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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 7 | OD459850/2025-2026:DRY Rubble Masonry Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compctness to lines and levels cost and conveyance of all materials labour charges etc. complete asper direction of departmental officers at site (modified 60.7.1) |
| 8 | OD459982/2025-2026:DR PACKING under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of materials and labour charges etc, complete as per direction of departmental officers at site (modifiedn60.7.2) |
| 9 | OD514707/2025-2026:DR with Departmental Stone - DRY RUBBLE MASONRY - Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc, complete asper direction of Departmental officers at site ( Modified 60.7.8) |
| 10 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 11 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | OD287126/2024-2025:Supplying and fixing Name Board asper the direction of engineer in charge |
| 13 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | OD516988/2025-2026:Providing and laying 60 mm 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 and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 15 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 16 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge |
| 17 | 10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) Please Enable Macros to View BoQ information |
