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| 1 | Excavation in trenches not exceeding 1.50 m wide and not exceeding 1.50 m deep along the existing sewage line carefully for placing and getting out in hard/ dense soil complete all as specified and directed. |
| 2 | Returning and filling soil in layers not exceeding 25cm thick each layer including spreading leveling watering and well ramming complete all as specified and directed. |
| 3 | Removal of surplus material (soils)to a distance not exc 50m and deposited where directred at a level not exc 1.50 m above from the starting point complete all as specified and directed. |
| 4 | M&Lin repairs Pre-cast PCC 1:3:6 type C1 (using 20 mm graded stone agg) cement concrete block masonry with solid blocks exc. 10cm in width and set in cement mortar 1:6 including demolition of old brick work / stone masonry/PCC block built in cement mortar of any description complete all as specified and as directed. |
| 5 | M&L plain cement concrete PCC coping 1:2:4 type B1 (using 20 mm graded stone agg) including necessary form work all as specified and directed. |
| 6 | Dismantling structural steel work incl doors, gates etcbut excluding framed trusses etc complete all as specified and directed. |
| 7 | S & FMS angle iron Hand rails, fencing posts, flat iron including embeding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc., flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 8 | S &F in repairs Mild steel screw anchor bolts (machine made) dia of neck 16 to 20mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long, complete all as specified and directed. |
| 9 | Supply and fixing in repairs 23-24mm thick PVC jallies CNC machine cut as per the approved pattern and density of jallies 500 kg/m3 design as approved by Engr-in-Charge. The PVC Jallies shall be fixed with the help of screw/nut bolt of suitable size and numbers as decided by the Engr-in-Charge. PVC Jallies shall be fixed to the existing steel frame work after replacing of rusted steel including necessary welding work complete all as specified and as directed. Note: MS steel work will be measured and paid seperately |
| 10 | M&L 10 mm thick cement plaster in CM 1:6 on fair faces of brick work/concrete etc finished even and smooth without using extra cement complete all as specified and directed. |
| 11 | M&L Preparation of new plastered surfaces and applying three coats of white wash on walls complete all as specified and directed. |
| 12 | Demolition of cement concrete (unreinforced) of any description in ground floor not otherwise specifically provided for complete all as specified and directed. |
| 13 | M&L hard core broken stone of guage n exc 63mm deposited spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specified and directed. |
| 14 | M&L100 mm thick, Cement concrete 1:2:4,type B2 using 40 mm graded stone aggregate as in pavings, hardstandings and similar work surfaces finished even and smooth without using extra cement complete all as specified and directed. |
| 15 | M&LChequered cement concrete tiles 30cm x 30cm x 25mm thick with grey cement and no colour pigment jointed and pointed in neat cement slurry in floors as per IS 1237-1980 design andtype (samples as approved by Engr-in-Charge) laid over and including 20mm thick screed bed in CM 1:4 complete all as specified and directed. |
| 16 | M&L Cement Concrete type C2 1:3:6 (using 40 mm graded stone aggregate)as in foundation, fillings and mass concrete etc complete all as specified and directed. |
| 17 | M&L Cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. |
| 18 | M&L 75mm thick PCC type D-2 (1:4:8) using 40mm graded stone aggregate as in sub base of floor, complete all as specified and directed |
| 19 | M&L for machine pressed pre polished precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade over sand cushion with grey cement and no pigment and included side kerb concrete, incl removal of old and necessary demolition complete all as specified and directed. |
| 20 | M & L for Sand filling under floors or in foundations etc including watering and consolidation complete all as specified and directed. |
| 21 | M&L for machine pressed pre polished precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade over sand cushion with grey cement and no pigment incl removal of old and neccessary demolition and all as specified and directed. |
| 22 | M&L for Stone kerb of roughly squared stones of size 15cm x 30cm, dressed so that the maximum depression from a straight edge held againstthe dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar 1:6 and struck flush complete all as specified and directed. |
| 23 | Taking down and refixing precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness over sand cushion with grey cement and no pigment and including side kerb concrete, including removal and refixing complete all as specified and directed . |
| 24 | Note :- An amount of Rs 1,08,300.00 on account of credit schedule for schedule \"A\" part II shall be deducted from the total amount of BOQ to arrive at the contract sum. |
