PROVN OF THREE INDOOR TRAINING SHEDS OF 130 STUDENTS CAPACITY EACH AT ARTY CENTER UNDER GE GOLCONDA HYDERABAD

Amount

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard/dense soil all as specified and directed.

Excavation in trenches n.exc 1.50m wide and n. exc 1.50m in depth and getting out in hard/dense soil all as specified and directed.

Excavation in trenches n.exc 1.50m wide and n. exc 1.50m in depth and getting out in hard rock by means of mechanical plant or by chisel cutting compete all as specified and directed.

Excavation over areas & depth not exceeding 1.5 M deep and getting out in hard / dense soil all as specified and directed.

Excavation over areas & depth exceeding 1.5 M and not exceeding 3 M deep and getting out inhard / dense soil all as specified and directed.

Excavation over areas & depth not exceeding 1.5 M deep and getting out in hard rock by means of mechanical plant or by chisel cutting compete all as specified and directed.

Excavation over areas & depth exceeding 1.5 M and not exceeding 3 M deep and getting out in hard rock by means of mechanical plant or by chisel cutting compete all as specified and directed.

M & L for PCC type D2 1:4:8 (40mm graded Aggr) in foundations, filling and mass Concrete all as specified and directed.

Returnng, filling in including spreading, levelling, watering and well ramming in layers not exc 25cm all as specified and directed.

Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point all as specified and directed.

Labour only for spreading, Levelling and well ramming including watering the apprved earth (obtained from excavation) as required in layers n.exc 25 cm thick in floor/plinth complete all as specified and directed.

M&L for use & waste of rough finished flat Form work to sides of concrete foundations rafts, footing, base of columns, raft and raft beams, sides & soffits of foundation (if any) of foundation and plinth beams and similar work all as specified and directed.

M & L for reinforced Cement Concrete Type M-25 (DESIGN MIX) using 20 mm graded granite stone aggregate) in foundations including rafts, footings, raft beam, plinth beams and mass concrete all as specified and directed.

M&L for use and waste of form work to sides and soffits of floor or roof beams, lintles, cantlevers, shelves incl supports etc for fair finished surface of concrete all as specified and directed.

M & L for reinforced Cement Concrete Type M-25 (DESIGN MIX) (using 20 mm graded granite stone aggregate) in Beams, cantilevers, roof beams, lintels over 1.5 M span all as specified and directed.

Use & waste of fair finished Square, rectangular or polygonal Form work to sides of pillars, posts, struts, columns and stanchions all as specified and directed.

M & L for reinforced Cement Concrete Type M-25 (DESIGN MIX) (using 20 mm graded granite stone aggregate) in Columns, piers, posts and struts all as specified and directed.

M&L for walling of random rubble,( Secunderabad type) uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 all as specified and directed.

M&L for Rendering 15 mm thick in CM (1:4) on fair faces of brick or concrete surface of walls finished even and smooth w/o using extra cement all as specified and directed.

M&L brick work with fly ash modular bricks built in CM 1:4 straight or curved on plan exc 6 mtr mean radius all as specified and directed.

M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:3 and finished fair and even using extra cement for skirting all as specified and directed.

M&L for 40mm thick cement concrete type B-1,1:2:4 (20mm graded aggregate) as in flooring including finishing cement concrete surface even and smooth using extra cement all as specified and directed.

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

M & L for 75mm thick cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in sub base of floor all as specified and directed.

M & L for 75 mm thick Cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate ) as in plinth protection finished even aned smooth without usisng extra cement all as specified and directed.

M&L for mild steel TMT bars 10mm dia and over, cut to length bent to shap required including cranking, bending spirally for hooping for columnshooking ends and binding with and including mild steel wire (annealed not less than 0.9 mm dia or securing with clips all as specified and directed.

All as per item No. 28 above, but 5mm dia and over upto and incl 10 mm dia in spacers, stirrups and binders all as specified and directed.

S & F for MS framed structure 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 of Grade Fe 410 -W (Gde- E- 250) quality- A etc. all as specified and directed.

S&F MS Plain plates, square cut, with riveted, bolted or welded attachment Fe-410-W (Gde-E-250) quality A all as specified and directed.

M&L Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick ( TCT, AZ 150 ) of any approved colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and directed.

M&L Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick ( TCT, AZ 150 ) of any approved colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and directed.

M & L for Two coats of synthetic enamel paint to new steel surfaces over 10cm width or girth including preparation of new surfaces and one coat of red oxide primer all as specified and directed.

M&L for preparation of new plastered surfaces and applying three coats of cement based paint on walls all as specified and directed.

S&F Pre-painted galvalume aluminum zinc coating Eaves gutter half round 300 mm dia with union sockets & joints set in approved jointing compound GI based Plain steel sheet 0.70mm thick of any colour having tensile strength of 550 Mpa as in roof covering to wall, fixed with self tapping screws as specified as in eaves gutter all as specified and directed.

S & F for mild steel screw bolts of 11 to 15 mm diameter of shank (machine made) with hexagonal or square heads at one end and screwed the other, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc. 10 cm. but not exc 15cm complete all as specified and directed.

S & F for mild steel screw bolts of 16 mm diameter of shank (machine made) with hexagonal or square heads at one end and screwed the other, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc. 10 cm. but not exc 15cm complete all as specified and directed.

S & F for mild steel screw bolts of 20 mm diameter of shank (machine made) with hexagonal or square heads at one end and screwed the other, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc. 22.5 cm. but not exc 70 cm complete all as specified and directed.

S&F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls all as specified and directed.

S&F PVC SWR bends 110mm bore any radius all as specified and directed.

A SOMA RAJU

INDGUARD ENGINEERS

OM INFRA

c devender reddy and co

SANJEEV CONSTRUCTIONS

Sri Associates

STANDARD AGENCIES

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