PMJTS20017-Construction of Shed in store yard and area development at NRPL Bharatpur.

Site cleaning Site cleaning work of the ground in all kinds of soil including clearing the area by removing rank vegetation and in-equalities(include excavation of earth for making area Level), cutting of shrubs, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level, stacking and disposing of rubbish out of plot area to an unobjectionable area as directed by Site Engineer. The roots of the trees shall be removed to a minimum depth of 60 cm below ground level or 30 cm below formation level or a minimum of 15 cm below sub grade level whichever is lower and the hollows filled up with earth levelled and rammed complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.

Excavation Earth work in excavation in all kinds of soil except hard rock requiring blasting for foundation trenches, upto any depth including trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including bailing out of water, if any, filling in sides of foundation trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in layers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.

PCC for store yard and area development Providing and laying cement concrete, grade of mix 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), in foundation, floors, bed of drains, including ramming, de-watering, shuttering, shoring, strutting, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.

RCC Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of beams, columns, staircases chajja, roof slabs, facia, canopies, fins, porch, water tank etc. including providing centering, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Payment for Reinforcement shall be made as per relevant item of SOR).

Steel reinforced Bars Supplying and providing reinforcement (for reinforced cement concrete works) Thermo-mechanically treated (TMT) HCR/CRS Fe 500D bars conforming to IS:1786 including initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.

Brick Work Brick work with bricks of class designation 50 in cement mortar 1:6 (1 cement : 6 coarse sand) at all heights and depths laid to proper position line, level as per the drawings and specifications including providing necessary scaffolding, staging, raking out of joints, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.

PLASTERING Providing 15 mm thick plaster to internal & external walls at all heights/depths with cement mortar 1:6 (1 cement :6 fine sand) finished smooth/rough including raking out joints, rounding off and chamfering corners, making drip course moulding, roughening of brick surface, curing for etc. complete as per specifications.

Painting Supplying and applying three coats of super acrylic emulsion paint like RANGOLI of Berger or any other approved equivalent brand, of required shade on newly plaster surface including preparation of base surface with putty, two coats of cement primer, scaffolding etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per manufacturer’s recommendations, specification and direction of Site Engineer.

Structure work Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates,flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including preparation of detailed fabrication drawings & submission to Engineer-in-charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalent make as per manufacturer’s recommendation, necessary lettering of approved pattern on main gate, signboards etc complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (excluding the cost of concrete work).

Roofing Work Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated 'J' or 'L' hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required Part 11.1.3 0.63 mm thick with zinc coating not less than 275 gm/sq.m. Or The sheets shall be fixed using polymer coated hot dip galvanised hex head self drilling fasteners as per AS:3566 class 3 on each crest of sheets for connection with purlins and polymer coated hot dipped stitching fasteners at 300mm c/c on all sides and end laps etc. Approved sealing tapes shall be used on side laps and end laps of sheets and closer to be provided at the last end of sheet. The measurement shall be based on per unit of finished/laid area. Item to include curved sheets also wherever required. : The area of sheet coverings shall be measured on the flat surface i.e. without allowance for laps and ribs.omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.

Kota Stone Floor for AFFF Shed Supplying and providing 600 x 600 mm Kota stone slab (machinecut edges) 25 mm avg thick, suitable for flooring, use in steps, treads, etc over a base layer of 20 mm (average) thick cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry complete in all respect including rounding of edges, rubbing, polishing, all complete as per the direction of Engineer-in-Charge.

SHRI RAMDUT CONTRACTOR

SHRI HARI CONSTRUCTION COMPANY

M/S RAVINDRA CONTRACTOR

M/s. Mukesh Construction Company

M/S. KRISHNA CONSTRUCTION CO.

Pramod Construction

Kratika Enterprises

Satnam Construction

SUPER TECH CONSTRUCTION

R R Constructions

Dau Dayal Construction