PROVN OF PARKING SHED BEHIND BLDG NO P 390A TAKSHASILA INCLUDING OTHER SANCTIONED WORKS AT GMS UNDER GE I GOS

Amount

Excavation in post holes (or similar holes) each not exceeding 0.50 cum, in soft/loose soil, getting out, returning filling in & ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering or removing surplus soil to a distance not exceeding 50 m & making good surface complete all as specified & directed.

M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling & mass concrete complete all as specified & directed.

S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS:1161-1998 grade St-240 complete all as specified & directed.

M&L for Fe 410-W (Gde E-250 quality A) 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.

S&F Pre-painted galvalume aluminum 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 as specified complete all as specified & directed.

M&L for preparation of new or previously untreated surfaces of any description, over 10 cm in width or girth, not otherwise described & apply two coat of synthetic enamel (ordinary tint) over & including one coat of red oxide, zinc chrome primer complete all as specified & as directed.

M&L Excavating over areas, n exc 1.5 m deep and getting out in soft/ loose soil complete all as specified and directed.

M&L for hard core 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.

M&L for 100 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as sub base of floor complete all as specified and directed.

M&L for Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in any type of soil etc complete all as specified and directed

M&L for Removing excavated material (Soil) exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed.

M&L for Plain cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in path/ hard standing surface finished even and fair complete all as specified and directed.

M&L for finishing cement concrete even and smooth using extra cement complete all as specified and directed.

M&L for repair to potholes any depth, not exc 1 Sqm each including sweeping free from dust and mud or water scoring sunken surfaces in roads, paths etc cutting around edges to at least 25 mm in depth, making good by filling in screened and graded road metal, watering and well ramming (including supply of road metal)

Scarifying or picking gravelled, macadam or bituminous macadam surfaces not exc. 50mm deep area not exceeding 400 sqm including removing the material from MD area the same work complete all as specified and as directed.

Preparing existing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/ tack coat with bituminous primer at 10 kg per 10 sq metres of paving bitumen (VG 30) complete all as specified and directed.

Preparing existing blacktop surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/ tack coat with bituminous primer at 5 kg per 10 sq metres of paving bitumen (VG 30) complete all as specified and directed.

M&L for premix bituminous macadam with 4% binder paving bitumen (VG 30) content by weight of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) and rolled with power roller 8 to 10 ton complete all as specified and directed.

M&L for laying and spreading of bituminous pemixed asphaltic semi dense concrete 40 mm cnsolidated thickness with 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient complete using paving bitumen (VG 30) any penetration. ( The SDAC laid with mechanical paver and rolled with 8-10 tonne tandom power roller)

M&L for preparation of new/old surface of road and applying 1.0mm thick and 100 mm wide reflective resign thermoplastic paint by hot application of approved colour/make complete all as specified and directed

S&F of colour reflective pavement marker (cat eye) with micro prismatic lens in both direction having thermoplastic body with flex resistant base & abrasion resistant creamer coating fixing of road surface with special adhesive and Suitable rivet head nail complete all as specified and directed

S&F Sparkle solar road studs size 125 mm x 125 mm x 90 mm ht with detachable battry 6 LEDs three on each side, ultra bright LED in red/yellow colours completely water resistant and weather proof, using of adhesive and fixing procedure as per manufacturer supervision of their competent technician etc complete all as specified and directed.

S&F "Sparkle road side delineators with tri colour reflector and 150mm wide reflectro radium sticker pasted over painted MS pipes approx 100mm dia and 100 cm long fixed in cement concrete bedding 150mmx150mmx300mm, 1:3:6 type C-1 (using 20 mm graded aggregate incl necessary earth work complete all as specified.

M/S JAGANNATH SASMAL

M/s Ats Electricals

HARAGOURI SUPPLIERS

M/S. KISHAN ENGINEERING

DHABALESWAR ENGINEERING WORKS

G.KRISHNA MURTHY AND PARTNERS

M/S SIWALIK AND CO

M/s MAA BHAIRABI ENTERPRISES