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| 1 | SCHEDULE \"A\" |
| 2 | Demolition of precast concrete blockmasonry,built in cement mortar in walls etccomplete all as specified |
| 3 | Dismantling structural steel work including doors, gates, fencing post and struts etc but excluding framed truss etc, complete all as specified |
| 4 | Demolition of reinforced cement concreteof any description andin any position or in boundary wall columns, Beams etc. (reinforcement cut to required to facilitate demolition), complete all as specified |
| 5 | Demolition of Concrete in plinth protection etc of any description and in any position not otherwise specifically provided for,complete all as specified |
| 6 | Dismantling ofbarbed wire and concertina coil, complete all as specified |
| 7 | Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth for foundation etc n exc 10 Sqm on plan and n exc 1.5m in depth and getting out in hard/ dense soil, complete all as specified |
| 8 | Excavation in trenches n exc 1.5m wide andexc 1.5m in depth for foundation etc n exc 10 Sqm on plan andexc 1.5m in depth and getting out in hard/ dense soil, complete all as specified |
| 9 | M & L for sand filling under floors or in foundation including watering and consolidation etc complete. |
| 10 | Returning filling in, including spreading leveling, watering and well ramming in layer n. exc 25 cm in soft/loose soil, complete all as specified |
| 11 | Removal of excavated material to a distanceupto 1.5 KM and depositing outside MoD land , complete all as specified |
| 12 | M&LPlain Cement Concrete 1:3:6 type C2 (using 40mm graded stone agg) as in foundation, filling and mass concrete, complete all as specified |
| 13 | M&L RCC M-30 (Design Mix using 20mm garded stone agg) in footing, foundation beams, plinth beams and mass concrete, complete all as specified |
| 14 | M&L RCC M-30 (Design Mix using 20 mm graded stone agg) as in Column and alike, complete all as specified |
| 15 | M&L RCC M-30 (Design Mix using 20 mm graded stone agg) as in Beams and alike, complete all as specified |
| 16 | Use and waste of formwork to the sides of concrete footing, base of columns, plinth beams and similar work for vertical or to batter rough finished surfaces of concrete, complete all as specified |
| 17 | Use and waste of formwork to the sides of rectangular columns for rough finished surfaces of concrete, complete all as specified |
| 18 | Use and waste of formwork to sides and soffits of beams, bands and the like for rough finished surface of concrete, complete all as specified |
| 19 | M & L for precast concrete block masonry with solid block exc 10 cm in width, type C1, 1:3:6 (usiing 20 mm gaded stone aggregate)setting in cement mortar (1:6), complete all as specified |
| 20 | All as per item no. 18 but except precast concrete block incl removing mortar from and cleaning blocks obtained from masonary of any description etc complete all as specified |
| 21 | S&F Mild steel CRS TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia or securing with clips, complete all as specified |
| 22 | All as per item no. 20 but 5 to 10mm dia as in stirrups, spacers and binders, complete all as specified |
| 23 | S&F Galvanised 2 strand, hot dip galvanised steel barbed wire 2.24mm dia coated with CLR anti corrosive paint fixed on Y\" shaped angle iron with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured), complete all as specified |
| 24 | S&F Galvanised steel punched type concertina coil 610mm dia (in stretched position) with number of circles 80 Nos of 200 clips with weight 7.5 to 8 Kg/Coil and recommended average coverage is 6.00 RM per coil, hot dip galvanized steel wire coated with CLR anticorrosive paint, making diamond shape with the help of dove tail clips (18 SWG) fixed over barbed wire with angle iron. The concertina coil is to be fixed with barbed wire at points wherever coil touches the bottom of barbed wire with the help of hog rings (14 SWG), complete all as specified |
| 25 | S&F Broken glass coping on top of walls in CM (1:3), complete all as specified |
| 26 | S & F MS works (Misc) like hand rails, half round etc posts and struts in fencing including cutting tops to shape, drilling holes, notching for wires and M S gratings in walls etc complete confirming to FE-290 Gde E -165. |
| 27 | M&L for cast in situ PCC 1:2:4 type B-1( Using 20mm graded stone agg) as in lintels upto 1.5 m clear span,RCC bands,copings,bed blocks etc including form work. |
| 28 | M&L Rendering 15mm thick in cement mortar 1:4 on concrete/stone surfacesfinished even and smooth without using extra cement, complete all as specified |
| 29 | M&L for preparation of newly plastered wall surfaces and applying two coats of cement base paint over one coat of alkali restistant primer, complete all as specified |
| 30 | M&L for preparation of new steel surfaces over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of zinc chrome primer, complete all as specified |
| 31 | S & F,Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fasteningand fixing completeframed work such as grills, grating etc. with ends of bar shoulder and/or riveted, or forged into spikes, framed guard bar conforming to Fe-410-W (Gde E-250) quality A, complete all as specified |
| 32 | M&L for 75 mm thick PCC (1:3:6) type C-2 using 40 mm graded stone aggregate as in plinth protection/path, surface finished even and smooth without using extra cement, complete all as specified |
| 33 | M&L forming jonts 15mm deep X 10mmwide , filled with sealing compound grade A in plinth protection all as specified. |
| 34 | M&L for broken stone hardcore of gauge not exc. 63mm deposited, spread & leveled in layers n. exc. 15cm thick, watered and rammed to a true surfaces for plinth protection. |
