Shifting of Shiv Mandir from Mohanpur mine to Pahargora near Mohanpur OCP under Salanpur Area

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in widthor 10 sqm on plan), including dressing of sides and ramming of bottoms, for alllift, including getting out the excavated soil and disposal of surplus excavatedsoil as directed, within a lead of 50 m. All kinds of soil.

Supplying and laying Polythene Sheet (150gm / sq.m.) overdamp proof course or below flooring or roof terracing or infoundation or in foundation trenches.

Filling available excavated earth (excluding rock) in trenches, plinth.sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 mand for all lift

Supplying and filling in plinth with sand under floorsincludingatering,ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size de rived from natural sources)

Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fllets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in beams, suspended foors, roofs havingslope up to 15* landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills, staircases and spiral stair cases above plinth level up to foor fivelevel, excluding the cost of centering, shutering, finishing and reinforcementwith 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naturalsources: 3 graded stone aggregate 20 mm nominal size derived from naturalsources).

Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal ofform for Foundations, footings, bases of columns, etc. for mass concrete.

Centering and shuttering including strutting, propping etc. and removal ofform forSuspended floors, roofs, landings, balconies and access platform

Centering and shuttering including strutting, propping etc. and removal ofform forLintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal ofform forColumns, Pillars, Piers, Abutments, Posts and Struts

Brick work with modular extruded brunt fly ash clay sewer bricks(Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) infoundation and plinth Cement Mortar 1:4 ( 1 cement : 4 coarse sand)

Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5in superstructure above plinth level up to floor five level inCement mortar 1:6 (1 cement : 6 coarse sand)

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces

12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate

Colour washing such as green, blue or buff to give an even shade :New work (two or more coats) with a base coat of white washing with lime

Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similarworks

Providing and fixing precoated galvanised iron profile sheets (size, shape andpitch of corrugation as approved by Engineer-in-Charge) of total coatedthickness 0.50mm (base metal of minimum 0.45mm thickness with totalcoating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of thesheet and polyester top coat 15-18 microns. Sheet should have protectiveguard film of 25 microns minimum to avoid scratches during transportationand should be supplied in single length upto 12 metre or as desired byEngineer-in- charge. The sheet shall be fixed using self drilling /self tappingscrews of size (5.5x 55 mm) with EPDM seal, complete upto any pitch inhorizontal/ vertical or curved surfaces, excluding the cost of purlins, raftersand trusses and including cutting to size and shape wherever required

Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixedwith polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet andbitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m²

Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work

Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips, fittings etc. to light/fan/call bell point with piano key type switch (Anchor make) fixed on sheet steel fabricated switch board with Perspex/bakelite top cover on wall incl. necy. connections and making earthing attachment and mending good damages to building works. [PVC casing-capping and Switch board both on surface] Average run 5 mtr

Total impact of GST for the purpose of CTC

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