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Tender For Obtaining Item Wise Rates For Getting The Construction Work Done. - Demolishing R.C.C. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer, agra-Uttar Pradesh

Agra Municipal Corporation has published Tender For Obtaining Item Wise Rates For Getting The Construction Work Done. - Demolishing R.C.C. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer. Submission Date for this Tender is 06-02-2025. Paver Blocking Tenders in agra Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

47494980
Tender For Obtaining Item Wise Rates For Getting The Construction Work Done. - Demolishing R.C.C. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer
Open Tender
Indian
Uttar Pradesh
Agra
06-02-2025

Tender Documents

Tender Details

Tender For Obtaining Item Wise Rates For Getting The Construction Work Done. - Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 2 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.15.7.4 In 3 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)(DSR 4 Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of 5 Cleaning of the site for warkable etc. Allcomplete. (Non Scheduled) 6 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge: All kinds of soil(DSR 2023 SH-2.1.1) 7 Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : 2.3.1 All kinds of soil 8 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (measurements to be taken of the facearea timbered). 9 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (measurements to be taken of the facearea timbered) Depth exceeding 1.5 m but not 10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 cement: 1½ coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from 11 1:5:10 (1 cement : 5 coarse sand (zone-iii) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived fromnatural sources) (DSR 2023 SH-4.1.10 ) 12 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 (1cement : 6 coarse sand) (DSR 2023 SH-6.1.2 ) 13 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)(DSR 14 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 1:4 (1 cement : 4 coarse sand) (DSR 2023 SH- 15 Brick work 7 cm thick with common burnt clayF.P.S. (non modular) brick of class designation7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. (DSR 2023 SH-6.8 ) 16 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,taircases and spiral stair cases above plinth level up to floor five evel, 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 17 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(DSR 2023 SH-5.22.6) 18 Centering and shuttering including strutting, propping etc. and removal of form work for:columns, piers, abutments, pillars, posts andstruts(DSR 2023 SH-4.3.3 ) 19 12 mm cement plaster of mix : 1:4(1 cement: 4fine sand)(DSR 2023 SH-13.1.1 ) 20 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(DSR 2023 SH-10.1 ) 21 Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.Fire retardant plywood conforming to IS: 22 Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished withnecessary screws etc. complete :)75x47x1.70 23 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss/ matt/ suede finish with high density protective surface layer and reverse side ofdhesive bonding quality conforming to IS : 2046 Type S including cost of adhesive of approved quality. 24 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 25 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(DSR 2023 SH-1021SUB HEAD : 13 FINISHING 26 Providing & fixing White vitreous china water closet squatting pan (Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Long pattern W.C Pan of 27 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mmC.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass(DSR 2023 28 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS: 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cuttingand making good the walls and floors 29 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I./ PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required: Single squatting plate with 5 litreP.V.C. automatic flushing cistern(DSR 2023 SH- 30 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :Flamed finish granite stone slab Jet 31 Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in- charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid 32 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge100 mm nominal size dia 33 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge150 mm nominal size dia 34 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one stepCPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 35 Providing and fixing PTMT bib cock ofapproved quality and colour.15mm nominal bore, 86 mm long, weighing not less than 88 gms 36 Providing and fixing PTMT stop cock ofapproved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 37 Mirror of superior make glass 60x45 cm 38 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 20mm 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., complete 39 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, 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 persqm, including pointing in white cement mixed 40 Supply and Fixing of Light Fitting Switch Board.(None Sheduled) 41 Supply and Fixing Wiring of Light Point. (NoneSheduled) 42 S/L/J of 20mm dia PVC Cunduct Pipe etc. allcomplete. 43 Supply & Fixing of wiring Sub Main. 44 Supply & Fixing of Plug Point 15mm. 45 Lettering & Painting of wall etc. all complete. 46 Supply & Fixing of 27watt. CFL etc. all 47 CARRIAGE OF MATERIALS By manuallabour including loading, unloading and stacking for lead less than 01-50 mtrm.207.34+30.42 Every 50 additonal meter 48 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 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making 49 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :With common burnt clay F.P.S. (non modular) bricks 50 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement 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 51 6 mm cement plaster of mix :1:3 (1 cement : 3fine sand) 52 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth 53 Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Light shade pigment using white cement 54 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with 55 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 56 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from naturalsources). (DSR 2023 S H) 57 Supply and fixing of retro reflective speed breaker to as made of fiber/PVC in size 350x250x50mmYRLLOW/BLACKheavyduty withtwocolorsHIPreflectivetapeindouble sideinterlockingsystemwithaccessories 58 Cast-ln-Situ Cement Concreto M 20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete tad manually, alt 59 Raising & re-fixing of manhole including allmaterial labor T&P etc. all complete.(NS) 60 Supply & fixing of R.C.C. manhole frame andcover including all complete. (NS) 61 Supply & mixing 3.5 kg and or as specified bythe manufacture, hardener in tremix concrete per 62 providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana / ordinary portland /portland Slag cement, admixtures in recommended proportions as per iS: 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re- design the mix or bear the cost of extra cement.5.33.1 All works upto plinth level 5.33.1.1 63 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 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 andeinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re- design the mix or bear the cost of extra cement.All works upto plinth level:Concrete of M30 64 Providingandfixingglassstripsinjointsofterrazzo/ cement concrete floors. (DSR 2023 SH 65 Drillingof200mmdiaT/Wboresuitablefor 110mm dia pipe all complete with labour T/P asper direction of Engineer-in-Charge. 66 Suppplyandloweringof110mmdia6kg/cm2PVC pipe (Phenolex or apb by E/I) all complete. (ISI Marked only) 67 SupplyandpouringofpeagravelsuitableforT/W bore all complete. As per direction of E/I (If 68 S/Lof1.50H.P.submersiblepumpset65mthead. (Pluga, Crompton, KSB etc.) I.S.I. marked etc all complte. (water filled only) 69 Supply&fixingof100mmPVCpipeadoptersuitable for Item No.2 70 S/Lof1.50H.P.submersiblemotorcontrolledstarter pannel all complete. Crompton make. (I.S.I. marked only) 71 S/F of 25mm gate valve all complete. Approved 72 S/F 4sq.mm 3 core copper cable all complete. 73 S/lof40mmdiaRedscreenASHIRBADPVCpipe all complete. 74 S/F of M.S. clamp made with 65x6mm x600mmlongM.S.streepsuitablefor110mmdiaPVC pipe for holding all complete. 75 S/F of 40mm dia G.I. pipe B-class complete withlabour charge. (including all G.I. fitting) 76 Supply & fixing of 25mm CPVC etc. all 77 Developmentofboretillthedischargeisfreefrom turbidity of Compression including labour, required for proper completion of work. 78 Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre,as per direction of Engineer-in-charge. 79 Supplying and stacking at site 53 mm to 22.4 mmsize stone aggregate 80 Supplying and stacking at site Stone dust 81 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 82 Surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 83 Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanicalbroomOn bituminous surface @ 0.25kg/sqm 84 Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in- Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and limefiller @ 2% (percentage by weight of Aggregate) 85 Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate)prepared in Batch Type Hot Mix Plant of 100- 86 Making ornamental painting with special design make by specialist painter laying of two coat birla white putty and design by asian paintincluding all material etc. all complete. (NN 87 Layingoldcementcocreteinterlockingpaver blocks of any design/ shape laid in required line, level,curvature,colourandpatternoverand including 50 mm thick compacted bed of coarse sand,fillingthejointswithfinesandetc.all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 88 HirechargesofDieselRoadRoller-8to10 89 Mobile crane 90 Tractor with trolley 91 Water tanker 5000 litre 92 Tandem Road Roller 93 Chowkidar 94 Beldar 95 Coolie 96 Mason 1st class 97 Mason 2nd class 98 ProvidingandlayingNonPressureNP-3class (Mediumduty)R.C.C.pipesincludingcollars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)includingtestingofjointsetc.complete19.35.1 450 mm dia RCC pipes. 99 ProvidingandlayingNonPressureNP-3class (Mediumduty)R.C.C.pipesincludingcollars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)includingtestingofjointsetc.complete 100 ProvidingandlayingNonPressureNP-3class (Mediumduty)R.C.C.pipesincludingcollars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)includingtestingofjointsetc.complete 101 ProvidingandlayingNonPressureNP-3class (Mediumduty)R.C.C.pipesincludingcollars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)includingtestingofjointsetc.complete 1000mmdiaRCCpipes.(Layingbymanual/ 102 Providing and Fixing of barricating of 100mm average ballies with in a distance of 1.50 meter for 3 rows of 3 Q, 3 nos of Cross ballies, two supporting ballies of 3 meter ballies and 2 nos perpendicular ballies tie with moonj rope including supply of all material such as ballies rope T&P required for proper completion of work and also including labour component 103 Supply and fixing of Elephant spring swing. MR 104 Supply and fixing of Tube tunnel. MR 105 Supply and fixing of 2 seater See Saw. MR 106 Supply and fixing of Monkey Bar. MR 107 Supply and fixing of Parallel Bar. MR 108 Supply and fixing of Merry Go Round. MR 109 Supply and fixing of 4 seater U Swing. MR 110 Supply and fixing of Carpet Climber. MR 111 Supply and fixing of Wavy Slide. MR 112 Supply and Fixing of Precast Reinforced R.C.C benches (PFRC) ornamental benches with 02 year warranty etc all complete. (NoneScheduled) 113 Providing and fixing designer dustbin (Market asper catlog Code No. DB-03). 114 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge 80 mm thickC.C. paver block of M-35 grade with approved colour design and pattern

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