PROVISION OF SCOOTER SHED IN THE OFFICE PREMISES OF OO PAO ORS MRC WELLINGTON UNDER GE WELLINGTON

Amount

Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed.

Excavating in post holes (or similar holes) each in any type of soil not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removal of excavated materials to a distance not exceeding 50mtr and making good surfaces, complete all as specified and directed

Removing excavated soil/ material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point all as specified and directed.

Hard core of gauge not exceeding 63 mm, deposited, spread and leveled in layers not exceeding 15 cm thick watered and rammed to a true surface broken stone / boulders complete all as specified and directed.

Plain cement concrete type B2 1:2:4 using 40mm graded stone aggregate as in coloumns, pillars, boundary pillars and posts (including caps and bases) all as specified and directed.

75mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub base and finished even and fair complete all as specified and directed.

Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed

Machine pressed precast concrete interlocking paver block with grey cement and pigment, of any shape and size conforming to IS 15658 -2006 of 80mm thick M-40 Grade all as specified and as directed.

Plain cement concrete 1:2:4 type B-0 using 12.5mm graded aggregate as kerbs, water troughs and the like including weathering slightly rounded or chamfered angles including necessary form work all as specified and as directed.

Rolled mild steel in 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 conforming to Fe410 (Gde E-250) quality-A all as specified and directed.

Mild steel works in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle) including distance pieces, cleats etc.of grade Fe-410-W (Gde-E-250) quality-A all as specified and directed.

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

Preparation of new or untreated steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified and directed.

GMS Builders

GUNASEKARAN AND CO

SREERAM

S.RAMACHANDRAN