PROVISION OF TRAINING SHED AT INPT SCHOOL (P-218) AT INS MANDOVI UNDER GE (P) NAVY MANDOVI

Amount

Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth for foundation etc n exc 10sqm on plan and n exc 1.5m in depth and getting out in soft/ integrated rock complete all as specified and directed by Engineer-In-Charge.

M&L for plain cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations and filling complete all as specified and directed by Engineer-In-Charge.

M&L for reinforced cement concrete (design mix) M-30 using 20mm graded 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 directed by Engineer-In-Charge.

M&L for reinforced cement concrete (design mix) M-30 using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and directed by Engineer-In-Charge.

M&L for reinforced cement concrete (design mix) M-30 using 20mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed by Engineer-In-Charge.

M&L use and waste of 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; flat,vertical or to batter smooth and fair finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge

M&L use and waste of formwork to sides of concrete of sides of pillars, posts, struts, piers, columns etc. for flat,vertical or to batter smooth and fair finished surfaces of concrete. complete all as specified and directed by Engineer-in-Charge

M&L including wastage of formwork to sides of sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. for flat,vertical or to batter smooth and fair finished surfaces of concrete. complete all as specified and directed by Engineer-in-Charge

M&L Mild steel TMT bars 10 mm 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 by Engineer-in-Charge

M&L Mild steel TMT bar 5mm dia and over up to & including 10mm dia in stirrup,spacer and binder cut to length bent to shape all as spd and directed.

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. of Fe 410W (Grade E- 250 ) Quality A, including for cutting to dead length where required, notching, drilling, fitting, riveting and/or welding or connecting with bolts and nuts (including rivets or bolts and nuts), providing and fitting angle cleats, fish plates, gusset plates etc., also for wedging, plumbing, truing up and fixing complete all as specified and directed by Engineer-in-Charge

Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes

S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws as specified for curved roof all as specified and as directed

S&F Pre- painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws as specified for curved roof all as specified and as directed

M&L two coats of synthetic enamel paint over a coat of red oxide primer on newly steel/iron/CGI sheets surfaces of any description,over 10cm in width or girth including preparation of surface complete all as specified and directed.

M&L for Rendering 10 mm in CM 1:6 on imternal surface of concrete or block masonry surface and finishing the surface even and smooth without using extra cement complete all as specified and directed by Engr in Charge.

M&L for preparation of newly plastered surfaces and applying two coats of Anti fungal weather proof paint over a coat of primer on newly plastered surfaces incl preparation of surfaces complete all as specified and directed by Engr-in-chrage.

M&L for PCC (1:2:4) Type B-1, Plain cement concrete with using 20mm graded aggregate in lintels upto 1.5 m clear span, copings, bed plates, cills, steps: seismic and other similar bands, plinth course, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, complete all as specified and directed by Engr-in-chrage.

Returning, filling in , including, spreading, levelling, watering and well ramming in layers not exc 25cm deep as in soft/ disintegrated rock complete all as specified and directed by Engr-in-chrage.

Removing excavated material exc 250 m and nexc 500 m deposinting where directed complete all as specified and directed by Engr-in-chrage.

M&L for hard core of of broken stone or boulders 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 by Engr-in-chrage.

Mild steel bolts exc 12mm n.exc. 20mm dia purpose made. with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. exc 30cm long

Demolition of cement concrete of any description in any position not otherwise specifically provided for

M&L for cement concrete type B- 2, 1:2:4 (40mm graded aggregate) 150mm th as in floor.

Note for Ser Item No 1 to 24 : Architectural and structural drawings of proposed training shed shall be prepared by contractor through any approved agency. The drawing shall be vetted by NIT/ IIT/ Govt Engineering College/ Any NABL approved lab and shall be submitted for approval of Accepting Officer before commencement of work. Line plan of proposed shed is enclosed.

KAJAL CONSTRUCTION (BID ID -3507679)