Tourism Development Work Of Malap Harsenpur Shiv Temple Site Of Legislative Assembly Rasra Of Ballia District, Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level: 1:4:8 (1 Cement: 4 coarse sand (zone) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources). Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti termite treatment (excluding the cost of chemical emulsion): With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-lll) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and renforcement 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 floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window silis, 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-derived from natural sources: 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 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-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 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-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). Providing and applying a coat of residual petroleum bitumen of grade of VG 10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soalked in kerosene oil. Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in foundations and plinth in: Cement mortar 14 (1 cement: 4 coarse sand) 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-5000 or more. 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand) 15 mm cement plaster on rough side of single or half brick wall of mix 1:6(1 cement: 6 coarse sand) Distempering with Ist quality acrylic distemper (ready mixed) having VDC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete: New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Providing and fixing ist quality ceramic glazed wall tiles conforming to 15 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and Jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08%and conforming to 5: 15622, of approved brand & manufacturer in all colours and shade in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to 15: 15477, in average 6 mm thickness, including grouting of joints Payment for grouting of joints to be made separately). Size of Tile 600x600 mm Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete Columns, Pillars, Piers, Abutments, Posts and Struts Lintels, beams, plinth beams, girders, bressumers and cantilevers Suspended floors, roofs, landings, balconies and access platform Lintels, beams, plinth beams, girders, bressumers and cantilevers Providing and fixing of laminated PVC flush doors of 25mm thickness water proof and moisture proof Providing and fixing of uPVC top hung casement window Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron Por 5 trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to 5: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors whenever required White Vitreous china Orissa pattem W.C. pan of size580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to 15: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clampscomplete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: One urinal basin with 5 litre white P.V.C. automatic flushing cistern Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. Providing and fixing square mouth S. W. gully trap class SP-Icomplete with C. grating brick masonry chamber with water tight Cl. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 450 kg and frame to be not less than 2.70 kg as per standard design 100x100 mm size P type With common burnt clay (non modular) bricks of class-150 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal outer dia Pipes Providing & Placing of Looking Mirror pasted on wall with the help of silicon having edges beveled, all complete as per drawing, specification and direction as approved by the Architect/ Engineer in-Charge. Customized Wiring point for light with 1.5 sqmm.FRLSH PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq.mm. FRLSH copper earth contunity wire, modular type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed Including matching colour wash Wiring point for fan/fresh air fan (light duty exhaust fan with 1.5 sqmm.FRLSH PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq.mm. FRLSH copper earth contunity wire, modular type switch ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed including matching colour wash Supply and fixing of power plug with 154/250 volt flush type switch and S pin 15A/250V flush type universal socket in suitable M.5. bax of 175mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. Supply and wiring of submain with two number 1.5 sq.mm PVC insulated 1100 V grade single core copper conductor cable in mm dia heavy duty (2mm thick) PVC conduit with 1 nos. 1.5 sq. mm. FRLSH PVC insulatied 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit complete in all respect Supply fixing and concealing of 20mm dia 2mm thick PVC conduit pipe with ISi mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/adhesive to make the complete piping rigid, plastering with cement sand mortar finished to level with matching colour including cost of material labour and T&P etc required for proper completion of work asdirected at site by the engineer in charge Supply and fixing of recess mounting round 15 TO 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect, CAT AAA Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer Incharge 25 sq.mm 3-1/2 coce 5 & F surface/Flush mounting 12ways TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge. CAT-A Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and 5.W. drain pipe 100 mm diameter, 1.8 m long complete as per standand design. With common burnt clay F.P.S. (non modular) bricks of class desienation 7.5 construction of septic tank for 20 users Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) with precast R.C.C. vertical grating complete as per standard design: With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, 151: 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 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm nominal outer dia Pipes 20 mm nominal outer dia Pipes Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth In:Cement mortar 1:6 (1 cement: 6 coarse 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 12 mm cement plaster finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) Providing and foding on wall face unplasticised Rigid PVC rain water pipes conforming to 15: 13592 Type A, including jointing with seal ring conforming to 15: 5382, leaving 10 mm gap for thermal expansion, (1) Single socketed pipes. 110 mm diameter Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated sail & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. Prinuiding, taying and joining glazed stone ware pipes rlace SP.1 with diff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete. 150mm diameter Providing & laying cement concrete 1:5:10 (1 cement 5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter S.W. Pipe Constructing brick masonry manhole in cement mortar 1:4 (1 cement:4 coarse sand) RCC top slab with 1:2:4 mix (1 cement 2 coarse sand 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement 4 coarse sand 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement 2 coarse sand:4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 (1) For Sewer Line Extra for depth of man hole size 90x80 cm Inside sue 90x120 cm & 90 con deep including Cl. cover with frame (medium duty) total wt. of cover & frame to be not less than 116 Kg (wt. of cover 58 Kg & wt. of frame 58 Kg Extra for depth of man hole size 90x120 cm Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per 15: 10910 on 12mm dia steel bar conforming to 15: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tall length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacturess permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) complete as per design. Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar (1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete: For pipes 100 to 250mm diameter Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soll as directed within a lead of 50m. Pipes, cables etc. not exceeding 80mm dia. Provding and fixing gun metal non return valve of approved quality screwed end) 150 mm nominal bore Vertical Providing & foxing Gl. pipes complete with G.I. fittings including tenching and refilling etc. External work 32mm nominal bore. 50mm nominal bore Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work 32 mm diameter pipe 150 mm diameter pipe Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 32 mm nominal bore 150 mm nominal bore Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement 4 coarse sand) for sluice valve, with Cl. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 coment: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm 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 design: With F.P.S. bricks Making connection of G.I. distribution branch with G.1. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 125 to 40 mm dia nominal bore 50 to 80 mm dia nominal bore Earth Work in Excavation in trenches for foundation pipes, cables etc in ordinary soil (Loam clay or sand) including lift upto 1.5m lead upto 30m And dressing of sides and rammings of bottom and disposal of surplus excavated earth as directed by the Engineer. Coffer Dain Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. Filling of carted earth, Providing and laying cement concrete 1:48 (1 cement :4 coarse sand 18 Stone ballast 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using course aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Siag cement, admixtures in recommanded proportions as per 15: 9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete Concrete of M25 grade with minimum cement content of 330 kg/cum All works upto plinth level Footing Concrete of M25 grade with minimum cement content of 330 kg/cum All works upto plinth level Slab Providing and laying cement concrete in retaining walls, return walls, was (any thickness) including attached pilasters, columns, piers, abutments, piliars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sils, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing Retaining Wall 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-5000 or more Providing and laying cement concrete in kerbs, steps and like that or near ground level excluding cost of centering, shuttering and finishing 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement: 5 coarse sand), including pointing with cement mortar 1:2 (1 cement: 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone Extra for Kota stone sand stone in treads of steps and risers using single length above normal size up to 2.00 metre, Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc Providing and laying cement concrete 1:48 (1 cement 4 coarse sand graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & Prtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with greycemerit slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement: 4 coarse sand): 25 mm thick Earth work in exacavation in t, in ordinary soilkioan clay or sand) Including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer l/c with in alead of 50m.(D.5.R-2.8.1) Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. (D.SR Class M-150 brick work in 1:4 cement coarse sand (of 2.5 fineness modulus mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coars sand, filling the joints with line sand etc. all complete as per the direction of Engineer in charge Cost of Lighiting work (Solar) 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 lift upto 1.5 m, as directed by Engineer in-charge.All kinds of soil Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering All work up to plinthievel:1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size R.C.C. work with cement approved coarse sand and 2 cm. guage approvest stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. Ground Floor As in item 3 above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:15:3 Mix concrete) First Class brick work in 1:6 cement and coarse sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand) P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised Jover lapping shall be measured upto floor two level Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metru height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone- exposed face fine dressed with rough backing 30 mm thick Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2(1 cement: 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement:2 coarse sand), including making the necessary chases 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 lift upto 1.5 m, as directed by Engineer In-charge. All kinds of soil Providing and laying cement concrete 1:48 (1 cement 4 coarse sand graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & Prtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of contering, shuttering, finishing and reinforcement with 1:1.5:3 (1 coment: 1.5 coarse sand zone- derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources), Beam Ground Floor Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone) derived from natural sources: 3 graded stone aggregate 20 mim nominal size de rived from natural sources) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement: 6 coarse sand) 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-5000 or more. Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 min thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately): Red sand stone- exposed face fine dressed with rough backing 30 mm thick Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement: 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement: 2 coarse sand), including making the necessary chases. Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels Granite stone slab of colour black, Cherry/Ruby red Area of slab Jover 0.50 sqm Cost of Stone writing Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to SP 65 protection complete in all respect Cat AAA Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with driver set suittale for 40 to 50 Watt Conforming to IP 65/66 protection complete in all respect. (CAT-AAA) External W/S arrangement, T.W. boring of 150mm dia with 100mm dia P.V.C. pipe assembly, 1.5 H.P. submersible pump including supply of all accessories starter, panel etc. & pipe arrangement etc. 4 PVC pipe of ISI mark 14 Kg pressure) P/F 2 Gl pipe (B) class NYLon mesh for filter Plastic dori Solvent you want 4 End cap 4 Submersible Cap 2 MS clamp (Heavy) 2 Gi elbow. 2*6 Gl nipple 1.5 HP 9 Stage Submersible Pump of Si mark With 2.5 Sqm. Submersible cable automatic panel Drilling Charges for 6 dia tubewell Pea Gravel 2 Ms Socket. Cartage of material upto site Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 min width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer in-charge. All kinds of sod 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 m and lift upto 1.5 m Excavating, supplying and filing of local earth (including royalty) by mechanical transport upto a lead of Skm also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete Providing and laying cement concrete 1:4:8 (1 cement14 coarse sand:8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & Prtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors Supplying and filling in plinth with sand under floors, including watering ramming, consolidating and dressing complete Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor. With Chlorpyriphos/Linadane E.C. 20% with 1% concentration. Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajas, 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). Lintel Ground Floor 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slab Ground Floor Brick work with common burnt clay F.P.5. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size). Painting on D.F.C. with two coats of airblown bitumen 85/50 or 85/25 1.7 kg/som approx, including cost of fuel if any. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement: 6 coarse sand) Ground Floor Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) Ground Floor 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 Ground Floor 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cament: 4 coarse sandi. 15 mm cement plaster on rough side of single or half brick wall of mic 16 (1 cement: 6 coarse sand) Ground Floor 12 mm cement plaster of mix:1:6 (1 cement: 6 coarse sand) Ground Floor Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster Ground Floor Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with greycement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement: 4 coarse sand) (FLOORING) Ground Floor Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid Jon 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cament slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete skirting) Ground Floor Making plinth protection Sümm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, weil rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth Providing and fixing Si marked flush door shutters conforming to IS: 2202 (Part 1) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Single leaf. (b) Double leaf including drilling of holes for fising hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single/double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be nade Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Three track three panels sliding window with two glazed & one wire mesh panels with alluminium channel for roller track, wool pile, nylon rollers with ss. 304 body. Using R2 series with foame (70mm & above)x(40 mm & above) & both glazed and fly screen sash (25 mm & above)x(50mm & above with zinc alloy (zamak) powder coated touch lock with hook (Height up to 1.20 meter) Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturers specification and direction of Engineer-in-charge. Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of parts or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface) Ground Floor Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)(Outer surface) Ground Floor Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cast ofall materials. (For ceiling surface) Ground Floor Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Ground Floor Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with Jordinary paint of approved brand and manufacture Providing and fixing 250 mm bright finished floor stainless steel door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete Providing & fixing Stainless steel sliding door bolts 151 marked anodised Janodic coating not less than grade AC 10 as per 15: 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm Providing and foxing stainless steel towerbolts (barrel type) with necessary screws etc. complete (a) 300 mm x 10mm (b) 250 mm x 10mm Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to 15. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to 15: 2645 and approved by Engineer-in charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement:5 coarse sand) admixed with water proofing compound conforming to 15: 2545 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to 15: 2645 and approved by Engineer in charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to 15: 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat coment slurry and making pattem of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge With average thickness of 120 mm and minimum thickness at khurra as 65 mm Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 4.0 mm thick glass panes Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.5. tube chatlies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc..complete as per directions and approval of Engineerin charge. The elevational area of the scaffolding shall be measured for payment purpose The payment will be made once respective of duration of scaffolding.
