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| 1 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance n exc 50m & making good surface in soft/loose soil complete as specified. |
| 2 | M & L for cement concrete (1:3:6) type C-2 (using 40 mm graded aggregate) as in foundations,filling and mass concrete for embadding of fencing post holes for securing vertical angle posts all as specified and directed. |
| 3 | S&F Steel work in tubular trusses and vertical posts including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S 1161-1979 grade St.-240 complete all as specified |
| 4 | S&F Rolled mild steel purlins ,crane gantries, rails & fastenings & heavy bracket framing (Beam, tee, angle channel or flat sections) including distance pieces, cleats etc.Gde Fe410-0 or Fe 310-O complete as specified. |
| 5 | S & F pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength 550 Mpa as in roof covering/cladding/ eaves board fixed with selp tapping screw complete all as specified and directed. |
| 6 | S & F pre painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength 550 Mpa as in roof covering/cladding/eaves board fixed with selp tapping screw complete all as specified and directed. |
| 7 | M&L of two coat of synthetic enamel paint over one coat of red oxide on new steel surfaces of any description over 10cm in width or girth incl preparation of surfaces complete all as specified. |
| 8 | Surface dressing n exc 15 cm deep in soft/loose soil complete all as specified |
| 9 | Excavating in trenches, n exc 1.5m wide & n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan & getting out in soft/loose soil complete all as specified |
| 10 | Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil. |
| 11 | Removing excavated soil n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified |
| 12 | M&L Brickwork with sub-class `B' brick straight or curved on plan to any radius in half brick thick walls built in CM (1:6) complete all as specified and directed. |
| 13 | M&L for Hardcore of Broken bricks gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface complete all as specified |
| 14 | M&L for 40 mm thick PCC type B-0,1:2:4 (using 12.50mm graded aggregate) as finished surface even and smooth without using extra cement complete all as specified |
| 15 | M&L 25 mm thick P.C.C (1:2:4) type B-0 using 12.50 mm graded stone aggregate as in floor finished even and smooth using extra cemenet complete all as specified and as directed. |
| 16 | M&L 75 mm thick PCC type D-2, (1:4:8) using 40mm graded stone aggregate complete all as specified |
| 17 | M&L for Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floor and joints are filled with white & grey cement in equal proportion laid over 15mm thik screed bed in CM 1:6 complete all as specified and as directed |
| 18 | M& L Providing cement concrete in Type B0 1:2:4 (12.5 mm graded stone aggregate) as in copings, water throughs and the like including weathering, slightly rounded or chamfered angles andf throating complete all as spcifiecd |
| 19 | NOTES :-1. The amount of schedule of credit shall be deducted from the total of this BOQ for arriving at contract sum.2. Unless otherwise specified the rates for PCC shall deemed to include the cost of formwork shuttering etc, required for complete and proper execution of the work. Refer Schedule 'A' notes for details. Please Enable Macros to View BoQ information |
