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| 1 | Demolition of brick/stone masonry built in cement mortar incl coping etc complete in any position, locations etc. and removing the unserviceable debris outside MoD land complete all as specified and directed by Engineer-in-Charge. Engr-in-charge. |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out and getting out inhard rock soil complete all as specified and as directed by Engineer-in-Charge. |
| 3 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and as directed by Engineer-in-Charge. |
| 4 | Removing excavated materials not exceeding 50 metre and depositing where directed by Engineer-in-Charge at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 5 | M&L cement concrete 1:4:8 type D-2 nominal mix (using 40mm graded crushed stone aggregate) in foundation , footing etc complete all as specified. |
| 6 | Formwork to the sides of concrete foundations, footings, bases of columns and plinth beams and similar work, etc.; vertical or to batter for fair finished surfaces of concrete, complete all as specified and directed by Engineer-in-Charge. |
| 7 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, complete all as specified and as directed by Engineer-in-Charge. |
| 8 | Material and Labour for mild steel TMT bars 10 mm dia and over cut to length bent to shape required including cracking bending hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia as in reinforcement of fencing posts, columns, plinth beams in fencingall as specified and directed by Engineer-in-Charge. |
| 9 | M&L for RCC M-30 Design Mixusing 20mm graded crushed stone aggregate as in Foundations, including rafts, footings,foundation beams; plinth beams; bases for columns, etc.; basement slabs,under-reamed piles and mass concrete complete all as specified and as directed by Engineer-in-Charge.Note - Reinforcementand formwork shall be measuredand paid separately under respective item. |
| 10 | M/L for RCC M- 30 Design Mix using 20mm graded crushed stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed by Engineer-in-Charge. Note - Reinforcementand formwork shall be measuredand paid separately under respective item. |
| 11 | Rendering 15 mm thick on precast concrete block masonry surface in cm 1:4, finished even and smooth without using extra coment complete all as specified and as directed by Engineer-in-Charge. |
| 12 | M&L for 110MM bore PVC pipes singlesocketed,inanylengthwith rubber ring joints, laidin trenches, in floors or weep hole complete all as specifed and directed by Engineer-in-Charge. |
| 13 | Dismantling structural steel work including doors, gates but excluding framed truss etc. |
| 14 | S&F mild steelangle brackets, cleats splices, including bending and welding angles, notching for fixing of barbed wire, gusset plates, riveting, etc.including cutting tops to shape as directed by Engineer-in-Charge and screwing etc, welding work, bolting or reveting etc and similar work conforming to Fe-410W Gde E-250 complete all as specified and directed by Engineer-in-Charge. |
| 15 | M&L for preparation of new surfaces of steel, of any description, not otherwise described, over 10 cm in width or girth and applying two coats of anti corrosive paint over a coat of anti corrosive epoxy primer complete all as specified and directed by Engineer-in-Charge. |
| 16 | S&F galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts including securing and tying at crossings with and provisions of galvanised mild steel wire staple or steel pins etc complete all as specified and directed by Engineer-in-Charge. |
| 17 | S&F SS punched tape concertina coil of 1050mm dia ( dia of coil when unstretched) & fixed on angle iron post / struts with 3.15mm dia GI wire all as specified & directed by Engineer-in-Charge |
| 18 | Note for ser No 1 to 17 : SPECIAL NOTICE OF CONTRACTOR (a)During construction of security wall, contractor shall erect temporary sheeting at the end of each working day to avoid tress passing. The sheeting be dismattled at the start of each working day.AlI temporary work shall be carried out to the satisfaction of engineer-in-Charge and quoted rates of BoQ shall included this aspect, No additional amount will be paid by department for temporary arrangement.(b)Contractor shall also make arrangement for temporary lighting at the work site and quoted rates shall be inclusive of this aspect.(c)Ref clause No 6 & 6.1 in conjuction with above. |
