PROVISION OF MORCHA AND RAMP AT AF STN MANAURI

Amount

Surface excavation in soft / losse soil not exceeding (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and directed.

Excavating over areas, in soft / losse soil not exceeding 1.5 m deep and getting out in loose soil complete as specified and directed.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth in hard/dense soil; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers,soil not exceeding 25 cm complete as specified and directed.

Removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete as specified and directed.

M&L spreading and levelling in layers not exceeding 25 cm thick well ramming including watering as required complete all as specified and directed.

M&L PCC (1:3:6) type C-2 using 40mm aggegate as in foundations, filling and mass concrete complete all as specified and directed.

Use and waste of formwork to sides of concrete foundations, footings, bases of columns,plinth beams and similar work vertical or to batter for surface fair and finish complete all as specified and directed.

Use and waste of form work of sides of pillars, posts, struts, piers, columns,wall and like etc square or rectangular or polygonal finished rough surface of concrete complete all as specified and directed.

Use & waste formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers,lintels, cantilevers, shelves including supoports, overhangs, etc to rough finished complete all as specified and directed.

S & F 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 and directed.

S & F TMT bars 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for stirrups,spacers & binders binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L for RCC nominal mix in cement Concrete type B1 (1:2:4) using 20 mm graded stone aggregate as in footings, plinth beam, bases for columns and mass concrete complete all as specified and directed.

M & L RCC nominal mix in cement Concrete type B1 (1:2:4) using 20 mm graded stone aggregate as in Columns pillars and similar works complete all as specified and directed.

M&L RCC nominal mix type B-1 (1:2:4) using 20mm aggregate as in slabs supported on walls, beams and columns in floors, and the like surface finishes even & smooth without using extra cement complete all as specified and directed.

M&L RCC nominal mix type B-1 (1:2:4) using 20mm aggregate as in rcc bands, beams, cantilevers, bressummers,lintels over 1.5m span complete all as specified and directed.

M&L brick work with sub class 'B' bricks(old size bricks) straight or curved on plan exceeding 6 mtr mean radius built in cement mortar 1 : 6 and external face of brick work pointed flush in the same mortar as the work proceeds complete all as specified and directed.

M&L rendering 15 mm thick in cement mortar 1:4 on fair faces of brick or concrete surfaces finished even and fair complete all as specified and as directed.

M&L Rendering 10mm thick in cement mortar (1:6) on fair faces of brick work or concrete for fair and even Surfaces complete all as specified and directed.

M&L preparation of new surface and applying two coats of cement based paint over a coat of primer complete all as specified and directed.

M&L preparation of new surface and applying two coat OBD over a coat of primer complete all as specified and directed.

M&L 75mm thick PCC (1:2;4) type B-2 using 40mm graded coarse aggt in plingth protection laid in alternate bays and joint filled with bituminious mastic complete all as specified and directed.

M&L broken stone hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and directed.

Supply only Integral waterproofing compound.

M&L sand filling under floor or in foundations including watering and consolidating complete all as specified and directed.

M&L for 100 mm thick PCC 1:3:6 type C-2 as in under floor Sub base complete all as specified and directed.

M&L 75 mm thick PCC1:4:8 type D-2 using 40mm graded stone aggregate,as in sub base complete all as specified and directed.

M&L for 50 mm thick PCC 1:2:4 type B-1 as in under floor Sub base complete all as specified and directed.

M & L for 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. complete all as specified and directed. (Fe- 410W Grade-E-250 quality A).

S&F rolled mild steel Fe 410 -W (Gde- E- 250) quality- A stairs (framed) including stringers, treades, landing, balusters, hand rails etc. including cleats, brackets, etc complete all as specified and directed.

S&F rolled mild steel Fe 410 -W (Gde- E- 250) quality- A joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) complete all as specified and directed.

M&L in applying two coats of synthetic enamel paints over a coat of red oxide primer on new steel surfaces over 10 cm width or girth including preparatinon of surfaces complete all as specified and directed.

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 and making good to disturb surface complete all as specified and directed.

S&F old unserviceable scooter tyre at the position shown by engr-in-Charge, complete all as specified & directed.

Note :- (i) Credit shown in credit schedule of tender document shall be considered by the tenderer while quoting the rates of various items. The same shall be recovered from various payment to contractor before handing over old material. The contract amount shall be arrived at after deduction of Schedule of Credit from the total quoted amount in BOQ. (ii) Make of material shall be as per mentioned in Particular specifications or Appendix 'B' to Particular specifications as approved by AGE (I) AF manauri

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