Rural Development And Panchayat Raj Department Tender

code04 - Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other ppurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code05 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour,Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code06 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code07 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code08 - Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code09 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code10 - Filling available excavated earth (excluding rock)in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code11 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code12 - Providing and constructing load bearing wall with Solid Concrete blocksof size 400x200x200mm having block density more than 1800kg/m3and minimum compressive strength of 4.00 N/mm2 conforming to IS2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005including cost of all materials, labour, scaffolding and curing, usagecharges of machinery etc complete as per specifications. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code13 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) tobrick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code14 - Providing and fixing 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.Hot finished seamless type tubes including cost of materials, labour, usagecharges of machinery complete as per specifications and with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code15 - Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer in-charge. The sheet shall be fixed using selfdrilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code16 - Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame anddiagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset platesat the junctions and corners, 25 mm dia pulley, 40x40x6 mm angleand T- iron guide at the top and bottom respectively, including applying apriming coat of approved steel primer including cost of materials, labour,usage charges of machinery complete as per specifications and with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code17 - Providing & fixing factory made PVC Door frame of size 50x47mm witha wall thickness of 5mm, made out of extruded 5mm rigid PVC foamsheet metered cut at corners & jointed 2 No.s of 150mm long bracketsof 15x15mm M.S Square tube, the entire door frame to be reinforced with19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to thewall using M.S. Screws of 65/80mm size complete as per manufacturersspecification with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code18 - Providing & fixing 30mm thick factory made rigid foam Prelam PanelledDoor Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and15x15mm for top & bottom rails, covered with heat moulded PrelaminatedPVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mmthick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottomrail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insertfor top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminatedon either side fitted in the M.S. frame, Sealed to the stiles & rails with PVCDesigner beading on either side & joined together with solvent cementadhesive etc., Complete as per manufacturers specification & direction ofEngineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.with one side prelam with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code19 - Providing and laying Vitrified tiles in diffrent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cementmortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry@ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code20 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mmthick on 10mm thick cement plaster 1:3 and jointed with white cementslurry over existing rough plaster surface using glazed tiles of approvedmake and size including cost of materials, labour, complete as perspecifications. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code21 - 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 whiteP.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever) conforming to IS : 7231, with all fittings and fixturescomplete, including cutting and making good the walls and floors wherever required: with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code22 - Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillartaps, 32 mm C.P. brass waste of standard pattern, including painting offittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mmwith a pair of 15 mmC.P. brass pillar taps with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code23 - Providing and fixing mirror of superior glass (of approved quality) andof required shape and size with plastic moulded frame of approved makeand shade with 6 mm thick hard board backing :Rectangular shape 1500x450 mm with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code24 - Providing and fixing PTMT towel rail complete with brackets fixed towooden cleats with CP brass screws with concealed fittings arrangementof approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm andeffective height of 88 mm, weighing not less than 190 g with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code25 - Providing and fixing CI Nahani trap of apporved make conforming to ISI specifications and construction of cistern in CC 1;2;4 as per directions (rate is exclusive of cost of materials and fixtures and conveyance of material to work spot)10 cms *7.5 cms with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code26 - Wall painting with acrylic emulsion paint of approved brand andmanufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code27 - Providing, fabricating, assembling and fixing in position aluminium partitions using sections in combination of plain, single grove and double grove as per requirements for the frames of overall size 101.6 mm x 44.45 mm, 3.18 mm. thick having section weight, plain sections 2.40kg-m single grove section 2.541 kg-m. and double grove section 2.683 kg-m and bottom member 114.3 mm x 44.45 mm 3.18 mm thick weight 2.646 kg-m aluminium louver of size 77.6 mm x 27.6 mm 1.7 mm. thick section weight 0.483kg-m bottom portions provided with 12mm. thick prelaminated sheet both side of approved colour lamination exterior grade aluminium sections of mat finish or glossy finish using section, spacing of vertical member shall not exceed 0.6 m. c to c sections are cut to the required lengths, joints mitered and corne grinded subdividing frames tennoned and rivetted to the frames, the assembled frame should be stiffened with corner angles stripped and fixed with screws, rawl plugs and teak wood gutties to R.C.C columns or masonry on sides, R.C.C lintels or beams at top and floor at bottom, including cutting chistling and making good with cement mortar to match the surface, providing and fixing bottom panel filled with the materials to a height of 0.9 m from floor level and 5.5mm thick plain glass for middle portion viz 0.9 m to 2.13 m and top panel with lower sections, the glass and panels fitted with glazing clips of 19 mm x 17.3 mm with thickness of 0.9 mm. weight 0.124kg/m Using Aluminium section powdered coated to a minimum of 60 - 70 microns with exterior durable pure polester grade powder of approved quality sections pre treated for removal of any rust and prevention of further rust formation, and coated with greasy materials for non adherence of morta or any other sticky materials, vertical membe embedded in the flooring by making suitable size holes and fixing with cement mortar with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code28 - Providing and laying 52 mm thick cement concrete flooring with concretehardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 ce-ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) andtop layer 12 mm thick cement hardener consisting of mix 1:2 (1 cementhardener mix : 2 graded stone aggregate 6 mm nominal size) by volume,hardening compound mixed @ 2 L per 50 kg of cement or as per directionof Engineer incharge. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

code29 - Supplying and Fixing Solar Street Light 12V/30W with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.