PROVN OF COVERED PARKING FOR VEH AT CONVOY GROUND AT BG UNDER GE 881 EWS

Amount

Phase-I

Submission and approval of drawing and design of covering shed complete as per srl note No 7 of Sch A (BOQ) Notes on srl page 14 complete all as specified and as directed.

Phase -II (B/R SCHEDULE)

Excavation in trenches not exceeding 1.50 m wide and not exceeding 1.50 m depth for foundation etc and getting out in hard/dense soil complete all as specified and directed.

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

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

PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed.

Reinforced cement concrete Design Mix (M-30) as in foundation, including rafts, footings, foundation beam, bases for columns, and like complete all as specified and directed.

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.

TMT bars 5 mm dia and upto 10 mm , as in stirrups binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Mild steel screw bolts (Machine made) with hexagonal or sq heads at one end and screwed the other or screed both end , each screwed end to be fitted with was washers and one hexagonal or square nuts, exc 10 cm but n. exc. 15 cm long and dia of neck 16 mm to 20mm completed all as specified and directed.

Mild steel work (M S angle iron) as in posts and struts including embeding in concrete and screweing etc and necessary cutting to shape, drilling holes, bolting and riveting etc, and similar work conforming to Fe-290 Gde E-165.

Structural steel as in roof trusses (framed), trussed purlins, crane gantry, runner etc and similar work confirming to Gde Fe-290 grade E-165 complete all as specified and as directed.

Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm 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 and as directed.

Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550Mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and as directed.

2 mm thick fibre glass reinforced translucent corrugated sheeting with two corrugation side lap fixed with coach screw and washer in roof, wall etc complete all as specified and as directed.

1 mm thick plain, GI sheeting , in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of Zinc coating 275 gm per sqm welded or soldered joints are provided complete all as specified and as directed.

PVC (SWR) pipes 160 mm dia single cocketed in any length with rubber ring joints fixed to walls completed all as specified and as directed.

PVC (SWR) bends any radius, 160 mm dia complete all as specified and directed.

Mild steel work as in bands straps supports or stays for rainwater, ventilating pipe etc and similar work confirming to Fe-290 gde -165 complete all as specified and as directed.

Plain cement concrete 1:2:4 type B-1 using 20mm graded crushed aggregate as in roof kerbs or mud stops rounded or chamfered on edges complete all as specified and directed.

Preparation of new steel surface and applying two coats of synthetic enamel paint over a coat of primer red oxide primer including preperation of surfaces complete all as specified and directed.

E/M SCHEDULE

Point wiring with Single core PVC (FRLS) insulated, unsheathed, stranderd copper conductor of size 1.5 sqmm including earth lead of 1.5 sqmm with same specification drawing in & including PVC non metalic rigid casing & caping/conduit with MS/CI sunken box of wall thickness not less than 1.6 mm including plastic laminated sheet of 3 mm thick for mounting switch, socket and regulators for one light point/fan point controlled by one switch & making good the disturbed surfaces to match with the existing specification complete all as specified & as directed.

Switch piano flush type single pole one way 6 amps 240 volts all as specified & as directed.

Sheet metal enclosure distribution board. Single pole & neutral 240 volts 2 way with IP-43 IK-09 protection double door complete with appropriate size bus bar and neutral link, fixed flush in wall including chases wall for fixing DB and making good distributed wall surfaces to match with existing specification . (Note:- MCBs will be measured separately.)

Intergal LED light luminaire comprising of epoxy power coated cast aluminium housing enclosed with glass cover with lens in frame 60 W, IP 65 protection, 230 v 50 Hz duly connected complete all as specified and directed.

MCB SPN 6-32 Amp 10 Ka, C series.

6 sqmm 2 core, flat or circular 1100 volts grade heavy duty cable PVC insulated aluminium conductor, served with inner sheathing of PVC tape and overall PVC sheathed in service connections suspended by insulating hangers not more than 1 metre apart including 4 mm suspension GI wire or steel wire complete all as specified and directed.

Earthing complete with galvanised cast iron earth plate electrode of size 600x600x6mm thick as earth electrode with top edge of the earth plate not less than 1.5mtr below ground level using GI wire 4mm dia as earth continuity conductor connected to earth plate by means of GI thimbles nuts bolts washers all as directed including providing earth wire protection pipe GI light grade15mm dia from earth plate to main switch board/panel, watering pipe 20mm dia with wire mesh and funnel at top, earth pit and RCC pit cover in PCC 1:3:6 adequate quantity of charcoal dust and salt all around the erth plate, including earth work in any type of soil remaing surplus excavated material all as required at site and specified in Electrical plate No 5 of SSR part I 2009 or directed by Engineer-in-charge.

Kalsi Engineers and contractors

SUNIL KUMAR SANGEET KUMAR AND SONS

M/S BHATT TRADERS