Development of someshwar kalika mandir within Manaskhand mala misan under CM Ghoshna NO 207/2025

Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as-10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. 2.8.1

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge2.6.1

Demolishing Rccwork manually/ by mechanical means including15.3

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level1:3:6(1 Cement:1.5 Coarse Sand: 3 Graded StoneAggregate 20 mm nominal size).4.1.6

Providing and laying in position cement concrete of specified grade1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size) 4.1.3

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level1:3:6(1 Cement:1.5 Coarse Sand: 3 Graded Aggregate 20 mm nominal size).4.1.5

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1 :1.5:3 (1 cement: 1.5 coarse sand(zone-111) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural source1 : 1 . 5 : 3 (1 cement : 1 . 5 coarse sand (zone-Ill) derived from 5.3

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.2.22.1

Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.3

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement: 4 coarse sand)6.4.1

15 mm cement plaster of mix : 1:4 (1 cement: 6 fine sand)13.2.1

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.Size of tile 60cm x 60cm11.49.2

Providing and applying Birla white putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 13.26

Finishing walls with Premium Acrylic Smooth Exterior paint with Silicone additives of required shadeNew work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)13.42.1

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.10.16.1

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1 :4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete11.41.2

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, gates10.25.2

Providing and fixing precoated galvanised iron profile sheets 12.5

Providing ridges or hips of width 60 cm overall width plain G.S. sheetfixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I.limpet and bitumen washers complete.Ridge 12.51.1

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 100MM 12.41.2

Painting on G.S. sheet with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shadeNew work (two or more coats) including a coat of approvedsteel primer but excluding a coat of mordant solution13.53.1

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 13.48.3

Kota stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shadeof the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) :11.26.1

Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingextra sand. complete all as per direction of Engineer-in-Charge. 16.91.280 mm thick C.C. paver block of M-35 grade with approvedcolour design and pattern.80 mm thick C.C. paver block of M-35 grade with approved 16.91,2

P/F Kitchen sink with drain board510x1040 mm bowl depth 178 mm 17.10.1.4

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,20 mm nominal outer dia Pipes18.7.2

Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore 18.50.1

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests17.1.1

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.18.48

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115mm nominal bore18.53.1

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard designWith common burnt clay F.P.S.(non modular) bricks of class designation 7.5 18.33.1

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)35 mm thick 26.87.2

GEM Providing and fixing street Bench

SOR 6-2-2 Direction and Place Identification Signs more than 0.9 sqm Size Board.Providing and erecting direction and place identification sign withcorrosion resistant 2mm thick DG Grade Type XI retro- reflectivecautionary, mandatory, informatory sign board with 10 year per IRC:67 made of high intensity sheeting fixed over ACP (Aluminiumwarranty asComposite Panel) 3 mm thick (including framing and bracing withfabrication, plotting of letters on Electro cut film, pasting, riveting, taping

Overhead Signs Providing and erecting overhead signs with a corrosion resistant Type XI retro-reflective sheeting fixed over Aluminium composite material sheet with overall thickness of 4 mm, with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans including nuts, bolts, washers & rivets etc for fixing & as per IRC :67. 6-2-4-A

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