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| 1 | M&L for earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) upto 1.5m deep including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge |
| 2 | M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in foundations filling in mass concrete all as specified. |
| 3 | M&L RCC M25 grade (Design mix) (with 20 mm graded stone aggregate) as in foundation, footing & plinth beam etc complete all as specified and directed. |
| 4 | M & L RCC M25 grade (Design mix) (with 20 mm graded stone aggregate) as in column complete all as specified and directed. |
| 5 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surface all as specified & directed by Engineer in Charge. |
| 6 | M&L for rough finished Formwork to sides of pillars, posts, struts, columns and stanchions circular on plan |
| 7 | M&L for TMT steel bars 10mm dia and over to length bent to shape required, incl cranking bending spirally for hooping for columns, hooking ends and binding with MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as directed by Engineer in Charge. |
| 8 | All as per Serial Item No 7.00 here in above but 5mm dia & over upto and incl 10mm dia in stirrups, spacers and binders. |
| 9 | M&L for returning, filling in and including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified. |
| 10 | S&F Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections similar work conforming to Fe-410-W(Gde- E-250) quality- B, with riveted, bolted or welded atachment complete all as specified. |
| 11 | S&F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. and similar work conforming to Fe-410-W(Gde- E-250) quality- B, with riveted, bolted or welded attachment complete all as specified. |
| 12 | S&F pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, complete all as specified. |
| 13 | S&F pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof ridge, fixed with self tapping screws, complete all as specified. |
| 14 | S&F 0.63mm thick Plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 complete all as specified and directed. |
| 15 | M&L for preparation for new steel untreated surfaces of any description , over 10 cm in with of girth, not otherwise described two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified. |
| 16 | M&L for hardcore of guage exc 63mm but not exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified. |
| 17 | M&L for PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in floor 75 mm thick complete all as specified. Please Enable Macros to View BoQ information |
