Rural Engineering Department has published Tender For Under District Gorakhpur, Construction Of Type Ist,Type Iind And Type Iiird Residence,Boundary Wall And Gate At Govt. I.T.I. Mahila, Lot No 1. Submission Date for this Tender is 06-05-2024. Wall construction Tenders in gorakhpur Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | [ TYPE IIIRD RESIDENCE ] |
| 2 | 1-Earth work in excavation by mechanical means (hydraulic excavator) maunal means over areas ( exceding 30 cm in dept, 1.5 mtr. In widht as well as 10 sqm on plan) including getting out and disposalof excavated earth lead upto 50 mtr. And for alllift as directed y engineer incharge all kind of soil.DSR-2.6.1 |
| 3 | 2-Excavating. Supplying, stacking and filling of local earth (including roylaty) by mechhanical transport upto a lead of 5 km. also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complate for all lift.2.25A |
| 4 | 3-Sand Filling-Supplyingandfillingin plinth with sandunderfloors, includingwatering,ramming,consolidatingand dressing complete.(DSR-2.27) |
| 5 | 4-PCCProvidingandlayinginpositioncementconcreteof specifiedgradeexcludingthecostofcenteringand shuttering-Allworkuptoplinthlevel:1:4:8(1 Cement:4coarsesand(zone-III):8gradedstone aggregate 40 mm nominal size)(DSR-4.1.8) |
| 6 | 5-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/Lindane E.C. 20% with 1% concentration (DSR 2.35.3) |
| 7 | 6-Providingandlayinginpositionspecifiedgradeof reinforcedcementconcrete,excludingthecostof centering, shuttering, finishing and reinforcement - All work up to plinth level) 1:1.5:3 |
| 8 | (a)-Footing(DSR 5.1.2) |
| 9 | (b)-Column(DSR 5.1.2) |
| 10 | (c)-Plinth(DSR 5.1.2) |
| 11 | 7-Reinforcedcementconcreteworkinbeams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands,plainwindowsills,staircasesandspiralstair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishingandreinforcementwith1:1.5:3(1cement: 1.5coarsesandderivedfromnaturalsources:3 graded stone aggregate20 mm nominal size derived from natural sources). |
| 12 | (a)-Lintel(DSR 5.3) |
| 13 | (b)-Slab(DSR 5.3) |
| 14 | (c)-Beam(DSR 5.3) |
| 15 | (d)-Column(DSR 5.3) |
| 16 | 8-SteelreinforcementforR.C.C.workincluding straightening, cutting, bending, placing in position and bindingallcomplete.Thermo-MechanicallyTreated bars of grade Fe-500D or more. |
| 17 | (a)-upto plinth(DSR 5.22.6) |
| 18 | (b)-above plinth(DSR 5.22.6 A) |
| 19 | 9-Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation andplinthin:Cementmortar1:6(1cement :6 coarse sand) DSR 6.1.2 |
| 20 | 10-Brick work with common burnt clay F.P.S. (non modular)bricksofclassdesignation7.5in superstructure above plinth level up to floor V level in allshapesandsizesin:Cementmortar 1:6(1cement : 6 coarse sand) (DSR-6.4.2) |
| 21 | 11-Brick work with common burnt clay F.P.S. (non modular)bricksofclassdesignation7.5in superstructure above plinth level up to floor V level in allshapesandsizesin:Cementmortar 1:4(1cement : 4 coarse sand) half brick (DSR-6.13.2) |
| 22 | 12-Providingandlayingintegralcementbasedwater proofing treatment including preparation of surface as requiredfortreatmentofroofs,balconies, erraces etcconsistingoffollowingoperations: (a)Applying a slurrycoatofneatcementusing2.75kg/sqmof cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in- chargeovertheRCCslabincludingadjoiningwalls upto300mmheightincludingcleaningthesurface beforetreatment. (b)Layingbrickbatswithmortar usingbrokenbricks/brickbats25mmto115mm sizewith50%ofcementmortar1:5(1cement:5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in chargeover20mmthicklayerofcementmortarof mix1:5(1cement:5coarsesand)admixedwith waterproofingcompoundconformingtoIS:2645 and approved by Engineer-in-charge to required slopeandtreatingsimilarlytheadjoiningwallsupto 300mmheightincludingroundingofjunctionsof (c) After two days of proper curing applying a second coat ofcement slurry using 2.75 kg/ sqmof cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d)Finishingthesurfacewith20mmthick jointlesscementmortarofmix1:4(1cement:4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge includinglayingglassfibre cloth ofapproved quality in top layerofplasterand finally finishingthe surface with trowel with neat cement slurry and makingpattern of300x300 mmsquare 3 mmdeep. (e)Thewholeterracesofinishedshallbeflooded withwaterforaminimumperiodoftwoweeksfor curingandforfinaltest.“Allaboveoperationstobe doneinorderandasdirectedandspecifiedbythe Engineer-in-Charge :With average thicknessof120 mm and minimum thickness at khurra as 65 mm (DSR 22.7.1 ). |
| 23 | 13-Providingandfixingangleironframesfordoors, windowsand ventilatorsofmild steel Angle sections ofsize35x35x5mm,jointsmitredandweldedby angleiron35x35x5mmor35x5mmflatpiecesto theexistingT-ironframeortothewallwithdash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer- In-charge. |
| 24 | (a)-Providing & fixing of hold fast for chaukhatsof doors and windows.(DSR-10.31) |
| 25 | (b)-Door / windows & Staircase grill.(DSR-10.31) |
| 26 | (c)-Angle iron door chaukhat 40*40*5. (DSR-10.31) |
| 27 | (d)-TIE ROD 12 MM SQUARE BAR (DSR-10.31) |
| 28 | (e)-Z-Section Window (DSR-10.31) |
| 29 | 14-Providing&fixingflyproofwiregauzetowindows, clerestory windows & doors with M.S. Flat15x3 mm andnuts&boltscomplete.Stainlesssteel(grade 304)wiregauzeof0.5mmdiawireand1.4mm aperture on both sides (DSR 10.29.2) |
| 30 | 15-Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (DSR 10.30.1) |
| 31 | 16-ProvidingandfixingISImarkedflushdoorshutters conformingtoIS:2202(PartI)non-decorative type, coreofblockboardconstructionwithframeof1st class hard wood and well matched commercial 3 ply veneeringwithverticalgrainsorcrossbandsand face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.21.1) |
| 32 | 17-Providing & fixing ISI Marked oxidised M.S Sliding doorbolts with nuts and screws etc complate (copper oxidised as per IS1378 (300x16mm) (DSR 9.62.1) |
| 33 | 18-Providing & fixing ISI Marked oxidised M.S towerbolts black finish ( barrel type with necessary screws etc complate (copper oxidised as per IS1378 (250x10mm) (DSR 9.63.1) |
| 34 | 19-Providing & fixingISI marked MS handlehandle confriming to IS 4992 with necessary screws etc complate (copper oxidised as per IS1378 (125mm) (DSR 9.66.1) |
| 35 | 20-15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) bleow plinth (DSR-13.5.1) |
| 36 | 21-12mmcementplasterofmix:1:6(1cement:6 coarse sand) outer side parapet .(DSR-13.4.2) |
| 37 | 22-12mmcementplasterofmix:1:6(1cement:6 coarse sand) inner side. (DSR-13.4.2) |
| 38 | 23-Providingandlayingvitrifiedfloortilesindifferent sizes (thickness to be specified by the manufacturer) withwaterabsorptionlessthan0.08%and conformingtoIS:15622,ofapprovedmake,inall colours andshades,laidon20mm thick cement mortar1:4(1cement:4coarsesand),including groutingthejointswithwhitecementandmatching pigments etc., complete. Size of Tile 600x600 mm [DSR-11.41.2] |
| 39 | 24-ProvidingandlayingVitrifiedtilesindifferentsizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622,ofapprovedmake in all colorand shade, in skirting, riser of steps, over 12 mm thick bed of cement morter 1:3 (1 cement 3 coarse sand) jointing with grey cement slury @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments. etc. complete size of tile 600x600 mm(DSR- 11.46.2) |
| 40 | 25-Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622,ofapprovedmake,inallcolours,shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete.(DSR 11.38) |
| 41 | 26-Providingandfixing18mm thickgangsawcut, mirror polished, premoulded and prepolished, machinecutforkitchenplatforms,vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mmthickbasecementmortar1:4(1cement:4 coarse sand), joints treated with white cement, mixed withmatchingpigment,epoxytouchups,including rubbing,curing,mouldingandpolishingtoedgesto give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm (DSR8.2.2.2) |
| 42 | 27-Painting withsynthetic enamel paint of approved brand and manufacture of required colour to give an evenshade Two or more coats on new work over an under coat ofsuitableshadewithordinarypaintofapproved brand and manufacture (DSR 13.62.1) |
| 43 | 28-FinishingwallswithAcrylicsmoothexteriorpaintof required shade :New work (Two or more coat applied @1.67ltr/10sqmovertheincludingbasecoatof waterproofingcementpaintapplied@0.90 ltr./10 Sqm. (DSR 13.46.1) |
| 44 | 29- New work ( two or more coats) over and including water thinnable priming coat with cement primer having VOC Content less then 50 gram / ltr. (DSR 13.41.1) |
| 45 | 30-Providingandapplyingwhitecementbasedputty of averagethickness1mm,ofapprovedbrandand manufacturer, over the plastered wall surface to prepare the surface evenand smoothcomplete. D.S.R. 13.80 (DSR -13.80) |
| 46 | 31-Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) :6gradedstoneaggregate20mmnominalsize) over75mmthickbedofdrybrickballast40mm nominalsize, wellrammedandconsolidatedand grouted with fine sand, including necessary excavation,levelling&dressing&finishingthetop smooth.(DSR -4.17) |
| 47 | 32-Centering and shuttering including strutting, propping etc.andremovalofform:inFoundations,footings, bases of columns, etc. for mass concrete (DSR 5.9.1) |
| 48 | 33-Centering and shuttering including strutting, propping andremovalofform:inFoundations,footings, bases of columns, etc. for mass concreteSuspended floors, roofs, landings, balconies and access platform (DSR 5.9.3) |
| 49 | 34-Centering and shuttering including strutting, propping etc.andremovalofform:inFoundations,footings, bases of columns, for mass concrete inLintels,beams,plinth beams, girders, bressumers and cantilevers (DSR 5.9.5) |
| 50 | 35-Centering and shuttering including strutting, propping.andremovalofform:inFoundations,footings, bases of columns, etc. for mass concrete in Columns, Pillars, Piers, Abutments, Posts and Struts (DSR 5.9.6) |
| 51 | 36-Providingandfixingon wallfaceunplasticisedRigid PVC rain water pipes conforming to IS : 13592 Type A, includingjointing with seal ringconforming to IS : 5382,leaving10mmgapforthermalexpansion,(i) Single socketed pipes.110 mm diameter ([DSR-12.41.2]) |
| 52 | 37-Providingand fixingon wall faceunplasticised-PVC mouldedfittings/accessoriesforunplasticisedRigid PVC rain water pipes conforming to IS : 13592 Type A, includingjointing with seal ringconforming to IS : 5382, leaving 10 mm gap for thermalexpansion. 110 mm bend [DSR-12.42.5.2] |
| 53 | 38-Providingand fixingunplasticised -PVC pipe clips of approveddesigntounplasticised-PVCrainwater pipesby meansof50x50x50mmhardwoodplugs, screwed with M.S.screwsofrequired length, including cutting brick work andfixing incement mortar1:4(1cement:4coarsesand)andmakinggood the wall etc. complete. 110 mm [DSR-12.43.2] |
| 54 | 39-Makingkhurras45x45cmwithaverageminimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominalsize)overP.V.C.sheet1mx1mx400 micron,finishedwith12mmcementplaster1:3(1 cement : 3 coarse sand) and a coat of neat cement, roundingtheedgesandmakingandfinishingthe outlet complete. [DSR-12.22] |
| 55 | 40-Earth work in excavation by mechanical means (hydraulic excavator) maunal means over areas ( exceding 30 cm in dept, 1.5 mtr. In widht as well as 10 sqm on plan) including getting out and disposalof excavated earth lead upto 50 mtr. And for alllift as directed by engineer incharge all kind of soil. (DSR-2.6.1) |
| 56 | 41-Excavating. Supplying, stacking and filling of local earth (including roylaty) by mechhanical transport upto a lead of 5 km. also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complate for all lift.(2.25A) |
| 57 | 42-Sand Filling- Supplyingandfillingin plinth with sandunderfloors, includingwatering,ramming,consolidatingand dressing complete. (DSR-2.27) |
| 58 | 43-PCC Providingandlayinginpositioncementconcreteof specifiedgradeexcludingthecostofcenteringand shuttering-Allworkuptoplinthlevel:1:4:8(1 Cement:4coarsesand(zone-III):8gradedstone aggregate 40 mm nominal size) (DSR-4.1.8) |
| 59 | 44-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) tomatchtheexistingfloor:With Chlorpyriphos/LindaneE.C.20%with1% concentration (DSR 2.35.3) |
| 60 | 45-Providingandlayinginpositionspecifiedgradeof reinforcedcementconcrete,excludingthecostof centering, shuttering, finishing and reinforcement - All work up to plinth level) |
| 61 | (a)-Footing (DSR 5.1.2) |
| 62 | (b)-Column (DSR 5.1.2) |
| 63 | (c)-Plinth(DSR 5.1.2) |
| 64 | 46-Reinforcedcementconcreteworkinbeams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands,plainwindowsills,staircasesandspiralstair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishingandreinforcementwith1:1.5:3(1cement: 1.5coarsesandderivedfromnaturalsources:3 graded stone aggregate20 mm nominal size derived from natural sources). |
| 65 | (a)-Lintel(DSR 5.3) |
| 66 | (b)-Slab(DSR 5.3) |
| 67 | (c)-Beam (DSR 5.3) |
| 68 | (d)-Column (DSR 5.3) |
| 69 | 47-SteelreinforcementforR.C.C.workincluding straightening, cutting, bending, placing in position and bindingallcomplete.Thermo-MechanicallyTreated bars of grade Fe-500D or more. |
| 70 | (a)-upto plinth (DSR 5.22.6) |
| 71 | (b)-above plinth(DSR 5.22.6) A |
| 72 | 48-Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation andplinthin:Cementmortar1:6(1cement :6 coarse sand) (DSR 6.1.2) |
| 73 | 49-Brick work with common burnt clay F.P.S. (non modular)bricksofclassdesignation7.5in superstructure above plinth level up to floor V level in allshapesandsizesin:Cementmortar 1:6(1 cement : 6 coarse sand) (DSR-6.4.2) |
| 74 | 50-Brick work with common burnt clay F.P.S. (non modular)bricksofclassdesignation7.5in superstructure above plinth level up to floor V level in allshapesandsizesin:Cementmortar 1:4(1 cement : 4 coarse sand) half brick(DSR-6.13.2) |
| 75 | 51-Providingandlayingintegralcementbasedwater proofing treatment including preparation of surface as requiredfortreatmentofroofs,balconies, erraces etcconsistingoffollowingoperations: (a)Applying a slurrycoatofneatcementusing2.75kg/sqmof cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in- chargeovertheRCCslabincludingadjoiningwalls upto300mmheightincludingcleaningthesurface beforetreatment. (b)Layingbrickbatswithmortar usingbrokenbricks/brickbats25mmto115mm sizewith50%ofcementmortar1:5(1cement:5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in chargeover20mmthicklayerofcementmortarof mix1:5(1cement:5coarsesand)admixedwith waterproofingcompoundconformingtoIS:2645 and approved by Engineer-in-charge to required slopeandtreatingsimilarlytheadjoiningwallsupto 300mmheightincludingroundingofjunctionsof walls and slabs. ((DSR 22.7.1 )) (c) After two days of proper curing applying a second coat ofcement slurry using 2.75 kg/ sqmof cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d)Finishingthesurfacewith20mmthick jointlesscementmortarofmix1:4(1cement:4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge includinglayingglassfibre cloth ofapproved quality in top layerofplasterand finally finishingthe surface with trowel with neat cement slurry and makingpattern of300x300 mmsquare 3 mmdeep. (e)Thewholeterracesofinishedshallbeflooded withwaterforaminimumperiodoftwoweeksfor curingandforfinaltest.“Allaboveoperationstobe doneinorderandasdirectedandspecifiedbythe Engineer-in-Charge :With average thicknessof120 mm and minimum thickness at khurra as 65 mm. |
| 76 | Providingandfixingangleironframesfordoors, windowsand ventilatorsofmild steel Angle sections ofsize35x35x5mm,jointsmitredandweldedby angleiron35x35x5mmor35x5mmflatpiecesto theexistingT-ironframeortothewallwithdash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer- In-charge. |
| 77 | (a)-Providing & fixing of hold fast for chaukhatsof doors and windows. (DSR-10.31) |
| 78 | (b)-Door / windows & Staircase grill. (DSR-10.31) |
| 79 | (c)-Angle iron door chaukhat 40*40*5. (DSR-10.31) |
| 80 | (d)-TIE ROD 12 MM SQUARE BAR (DSR-10.31) |
| 81 | (e)-Z-Section Window (DSR-10.31) |
| 82 | 53-Providing&fixingflyproofwiregauzetowindows, clerestory windows & doors with M.S. Flat15x3 mm andnuts&boltscomplete.Stainlesssteel(grade 304)wiregauzeof0.5mmdiawireand1.4mm aperture on both sides (DSR 10.29.2) |
| 83 | 54-Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (DSR 10.30.1) |
| 84 | 55-ProvidingandfixingISImarkedflushdoorshutters conformingtoIS:2202(PartI)non-decorative type, coreofblockboardconstructionwithframeof1st class hard wood and well matched commercial 3 ply veneeringwithverticalgrainsorcrossbandsand face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.21.1) |
| 85 | 56-Providing & fixing ISI Marked oxidised M.S Sliding doorbolts with nuts and screws etc complate (copper oxidised as per IS1378 (300x16mm) (DSR 9.62.1) |
| 86 | 57-Providing & fixing ISI Marked oxidised M.S towerbolts black finish ( barrel type with necessary screws etc complate (copper oxidised as per IS1378 (250x10mm) (DSR 9.63.1) |
| 87 | 58-Providing & fixingISI marked MS handlehandle confriming to IS 4992 with necessary screws etc complate (copper oxidised as per IS1378 (125mm) (DSR 9.66.1) |
| 88 | 59-15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) bleow plinth (DSR-13.5.1) |
| 89 | 60-15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) bleow plinthDSR-13.4.2 |
| 90 | 61-12mmcementplasterofmix:1:6(1cement:6 coarse sand) outer side parapet . (DSR-13.4.2) |
| 91 | 62-Providingandlayingvitrifiedfloortilesindifferent sizes (thickness to be specified by the manufacturer) withwaterabsorptionlessthan0.08%and conformingtoIS:15622,ofapprovedmake,inall colours andshades,laidon20mm thick cement mortar1:4(1cement:4coarsesand),including groutingthejointswithwhitecementandmatching pigments etc., complete. Size of Tile 600x600 mm [DSR-11.41.2] |
| 92 | 63-ProvidingandlayingVitrifiedtilesindifferentsizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622,ofapprovedmake in all colorand shade, in skirting, riser of steps, over 12 mm thick bed of cement morter 1:3 (1 cement 3 coarse sand) jointing with grey cement slury @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments. etc. complete size of tile 600x600 mm (DSR- 11.46.2) |
| 93 | 64-Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622,ofapprovedmake,inallcolours,shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete.(DSR 11.38) |
| 94 | 65-Providingandfixing18mm thickgangsawcut, mirror polished, premoulded and prepolished, machinecutforkitchenplatforms,vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mmthickbasecementmortar1:4(1cement:4 coarse sand), joints treated with white cement, mixed withmatchingpigment,epoxytouchups,including rubbing,curing,mouldingandpolishingtoedgesto give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm (DSR8.2.2.2) |
| 95 | 66-Painting withsynthetic enamel paint of approved brand and manufacture of required colour to give an evenshade Two or more coats on new work over an under coat ofsuitableshadewithordinarypaintofapproved brand and manufacture (DSR 13.62.1) |
| 96 | 66-FinishingwallswithAcrylicsmoothexteriorpaintof required shade :New work (Two or more coat applied @1.67ltr/10sqmovertheincludingbasecoatof waterproofingcementpaintapplied@2.20kg/10 Sqm. (DSR 13.46.1) |
| 97 | 67- New work ( two or more coats) over and including water thinnable priming coat with cement primer having VOC Content less then 50 gram / ltr. (DSR 13.41.1) |
| 98 | 68-Providingandapplyingwhitecementbasedputty of averagethickness1mm,ofapprovedbrandand manufacturer, over the plastered wall surface to prepare the surface evenand smoothcomplete. D.S.R. 13.80 (DSR -13.80) |
| 99 | 69-Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) :6gradedstoneaggregate20mmnominalsize) over75mmthickbedofdrybrickballast40mm nominalsize, wellrammedandconsolidatedand grouted with fine sand, including necessary excavation,levelling&dressing&finishingthetop smooth. (DSR -4.17) |
| 100 | 70-Centering and shuttering including strutting, propping etc.andremovalofform:inFoundations,footings, bases of columns, etc. for mass concrete (DSR 5.9.1) |
| 101 | 71-Centering and shuttering including strutting, propping andremovalofform:inFoundations,footings, bases of columns, etc. for mass concreteSuspended floors, roofs, landings, balconies and access platform (DSR 5.9.3) |
| 102 | 72-Centering and shuttering including strutting, propping etc.andremovalofform:inFoundations,footings, bases of columns, for mass concrete inLintels,beams,plinth beams,girders, bressumers and cantilevers (DSR 5.9.5) |
| 103 | 73-Centering and shuttering including strutting, propping.andremovalofform:inFoundations,footings, bases of columns, etc. for mass concrete in Columns, Pillars, Piers, Abutments, Posts and Struts (DSR 5.9.6) |
| 104 | 74-Providingandfixingon wallfaceunplasticisedRigid PVC rain water pipes conforming to IS : 13592 Type A, includingjointing with seal ringconforming to IS : 5382,leaving10mmgapforthermalexpansion,(i) Single socketed pipes.110 mm diameter [DSR-12.41.2] |
| 105 | 75-Providingand fixingon wall faceunplasticised-PVC mouldedfittings/accessoriesforunplasticisedRigid PVC rain water pipes conforming to IS : 13592 Type A, includingjointing with seal ringconforming to IS : 5382, leaving 10 mm gap for thermalexpansion. 110 mm bend [DSR-12.42.5.2] |
| 106 | 76-Providingand fixingunplasticised -PVC pipe clips of approveddesigntounplasticised-PVCrainwater pipesby meansof50x50x50mmhardwoodplugs, screwed with M.S.screwsofrequired length, including cutting brick work andfixing incement mortar1:4(1cement:4coarsesand)andmaking good the wall etc. complete. 110 mm [DSR-12.43.2] |
| 107 | 77-Makingkhurras45x45cmwithaverageminimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominalsize)overP.V.C.sheet1mx1mx400 micron,finishedwith12mmcementplaster1:3(1 cement : 3 coarse sand) and a coat of neat cement, roundingtheedgesandmakingandfinishingthe outlet complete. [DSR-12.22] |
| 108 | [ TYPE IST RESIDENCE (2 UNIT)] |
| 109 | 78-Earth work in excavation by mechanical means (hydraulic excavator) maunal means over areas ( exceding 30 cm in dept, 1.5 mtr. In widht as well as 10 sqm on plan) including getting out and disposalof excavated earth lead upto 50 mtr. And for alllift as directed y engineer incharge all kind of soil. (DSR-2.6.1) |
| 110 | 79-Excavating. Supplying, stacking and filling of local earth (including roylaty) by mechhanical transport upto a lead of 5 km. also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complate for all lift. (2.25A) |
| 111 | 80-Sand Filling-Supplyingandfillingin plinth with sandunderfloors, includingwatering,ramming,consolidatingand dressing complete.(DSR-2.27) |
| 112 | 81-PCC Providingandlayinginpositioncementconcreteof specifiedgradeexcludingthecostofcenteringand shuttering-Allworkuptoplinthlevel:1:4:8(1 Cement:4coarsesand(zone-III):8gradedstone aggregate 40 mm nominal size) (DSR-4.1.8) |
| 113 | 82-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) tomatchtheexistingfloor:With Chlorpyriphos/LindaneE.C.20%with1% concentration (DSR 2.35.3) |
| 114 | 83-Providingandlayinginpositionspecifiedgradeof reinforcedcementconcrete,excludingthecostof centering, shuttering, finishing and reinforcement - All work up to plinth level) |
| 115 | (a)-Footing (DSR 5.1.2) |
| 116 | (b)-Column(DSR 5.1.2) |
| 117 | (c)-Plinth(DSR 5.1.2) |
| 118 | 84-Reinforcedcementconcreteworkinbeams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands,plainwindowsills,staircasesandspiralstair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishingandreinforcementwith1:1.5:3(1cement: 1.5coarsesandderivedfromnaturalsources:3 graded stone aggregate20 mm nominal size derived from natural sources). |
| 119 | (a)-Lintel(DSR 5.3) |
| 120 | (b)-Slab(DSR 5.3) |
| 121 | (c)-Beam (DSR 5.3) |
| 122 | (d)-Column (DSR 5.3) |
| 123 | 85-SteelreinforcementforR.C.C.workincluding straightening, cutting, bending, placing in position and bindingallcomplete.Thermo-MechanicallyTreated bars of grade Fe-500D or more. |
| 124 | (a)-upto plinth (DSR 5.22.6) |
| 125 | (b)-above plinth(DSR 5.22.6) A |
| 126 | 86-Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation andplinthin:Cementmortar1:6(1cement :6 coarse sand)(DSR 6.1.2) |
| 127 | 87-Brick work with common burnt clay F.P.S. (non modular)bricksofclassdesignation7.5in superstructure above plinth level up to floor V level in allshapesandsizesin:Cementmortar 1:6(1 cement : 6 coarse sand) (DSR-6.4.2) |
| 128 | 88-Brick work with common burnt clay F.P.S. (non modular)bricksofclassdesignation7.5in superstructure above plinth level up to floor V level in allshapesandsizesin:Cementmortar 1:4(1 cement : 4 coarse sand) half brick(DSR-6.13.2) |
| 129 | 89-Providingandlayingintegralcementbasedwater proofing treatment including preparation of surface as requiredfortreatmentofroofs,balconies, erraces etcconsistingoffollowingoperations: (a)Applying a slurrycoatofneatcementusing2.75kg/sqmof cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in- chargeovertheRCCslabincludingadjoiningwalls upto300mmheightincludingcleaningthesurface beforetreatment. (b)Layingbrickbatswithmortar usingbrokenbricks/brickbats25mmto115mm sizewith50%ofcementmortar1:5(1cement:5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in chargeover20mmthicklayerofcementmortarof mix1:5(1cement:5coarsesand)admixedwith waterproofingcompoundconformingtoIS:2645 and approved by Engineer-in-charge to required slopeandtreatingsimilarlytheadjoiningwallsupto 300mmheightincludingroundingofjunctionsof walls and slabs. (c) After two days of proper curing applying a second coat ofcement slurry using 2.75 kg/ sqmof cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d)Finishingthesurfacewith20mmthick jointlesscementmortarofmix1:4(1cement:4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge includinglayingglassfibre cloth ofapproved quality in top layerofplasterand finally finishingthe surface with trowel with neat cement slurry and makingpattern of300x300 mmsquare 3 mmdeep. (e)Thewholeterracesofinishedshallbeflooded withwaterforaminimumperiodoftwoweeksfor curingandforfinaltest.“Allaboveoperationstobe doneinorderandasdirectedandspecifiedbythe Engineer-in-Charge :With average thicknessof120 mm and minimum thickness at khurra as 65 mm. |
| 130 | 90-Providingandfixingangleironframesfordoors, windowsand ventilatorsofmild steel Angle sections ofsize35x35x5mm,jointsmitredandweldedby angleiron35x35x5mmor35x5mmflatpiecesto theexistingT-ironframeortothewallwithdash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer- In-charge. (DSR 22.7.1 ) |
| 131 | (a)-Providing & fixing of hold fast for chaukhatsof doors and windows.(DSR-10.31) |
| 132 | (b)-Door / windows & Staircase grill. (DSR-10.31) |
| 133 | (c)-Angle iron door chaukhat 40*40*5.(DSR-10.31) |
| 134 | (d)-TIE ROD 12 MM SQUARE BAR (DSR-10.31) |
| 135 | (e)-Z-Section Window (DSR-10.31) |
| 136 | 91-Providing&fixingflyproofwiregauzetowindows, clerestory windows & doors with M.S. Flat15x3 mm andnuts&boltscomplete.Stainlesssteel(grade 304)wiregauzeof0.5mmdiawireand1.4mm aperture on both sides (DSR 10.29.2) |
| 137 | 92-Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (DSR 10.30.1) |
| 138 | 93-ProvidingandfixingISImarkedflushdoorshutters conformingtoIS:2202(PartI)non-decorative type, coreofblockboardconstructionwithframeof1st class hard wood and well matched commercial 3 ply veneeringwithverticalgrainsorcrossbandsand face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.21.1) |
| 139 | 94-Providing & fixing ISI Marked oxidised M.S Sliding doorbolts with nuts and screws etc complate (copper oxidised as per IS1378 (300x16mm) (DSR 9.62.1) |
| 140 | 95-Providing & fixing ISI Marked oxidised M.S towerbolts black finish ( barrel type with necessary screws etc complate (copper oxidised as per IS1378 (250x10mm) (DSR 9.63.1) |
| 141 | 96-Providing & fixingISI marked MS handlehandle confriming to IS 4992 with necessary screws etc complate (copper oxidised as per IS1378 (125mm) (DSR 9.66.1) |
| 142 | 97-15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) bleow plinth (DSR-13.5.1) |
| 143 | 98-12mmcementplasterofmix:1:6(1cement:6 coarse sand) outer side parapet .(DSR-13.4.2) |
| 144 | 99-12mmcementplasterofmix:1:6(1cement:6 coarse sand) (DSR-13.4.2) |
| 145 | 100-Cementconcrete flooring1:2:4 (1 cement:2 coarse sand:4gradedstoneaggregate12-20mmnominal size laid in one layer neat cement (40 mm thick floor). [DSR-11.3.1] |
| 146 | 101-Cementplasterskirtingupto30cmheight,with cement mortar 1:3(1cement :3coarsesand), finishedwithafloatingcoatofneatcement18mm thick (DSR- 11.6.1) |
| 147 | 102-Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622,ofapprovedmake,inallcolours,shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. (DSR 11.38) |
| 148 | 103-Painting withsynthetic enamel paint of approved brand and manufacture of required colour to give an evenshade Two or more coats on new work over an under coat ofsuitableshadewithordinarypaintofapproved brand and manufacture (DSR 13.62.1) |
| 149 | 104-FinishingwallswithAcrylicsmoothexteriorpaintof required shade :New work (Two or more coat applied @1.67ltr/10sqmovertheincludingbasecoatof waterproofingcementpaintapplied@0.90 ltr./10 Sqm.(DSR 13.46.1) |
| 150 | 105- New work ( two or more coats) over and including water thinnable priming coat with cement primer having VOC Content less then 50 gram / ltr. (DSR 13.41.1) |
| 151 | 106-Providingandapplyingwhitecementbasedputty of averagethickness1mm,ofapprovedbrandand manufacturer, over the plastered wall surface to prepare the surface evenand smoothcomplete. D.S.R. 13.80 (DSR -13.80) |
| 152 | 107-Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) :6gradedstoneaggregate20mmnominalsize) over75mmthickbedofdrybrickballast40mm nominalsize, wellrammedandconsolidatedand grouted with fine sand, including necessary excavation,levelling&dressing&finishingthetop smooth.(DSR -4.17) |
| 153 | 108-Centering and shuttering including strutting, propping etc.andremovalofform:inFoundations,footings, bases of columns, etc. for mass concrete (DSR 5.9.1) |
| 154 | 109-Centering and shuttering including strutting, propping andremovalofform:inFoundations,footings, bases of columns, etc. for mass concreteSuspended floors, roofs, landings, balconies and access platform (DSR 5.9.3) |
| 155 | 110-Centering and shuttering including strutting, propping etc.andremovalofform:inFoundations,footings, bases of columns, for mass concrete inLintels,beams,plinth beams, girders, bressumers and cantilevers (DSR 5.9.5) |
| 156 | 111-Centering and shuttering including strutting, propping.andremovalofform:inFoundations,footings, bases of columns, etc. for mass concrete in Columns, Pillars, Piers,Abutments, Posts and Struts (DSR 5.9.6) |
| 157 | 112-Providingandfixingon wallfaceunplasticisedRigid PVC rain water pipes conforming to IS : 13592 Type A, includingjointing with seal ringconforming to IS : 5382,leaving10mmgapforthermalexpansion,(i) Single socketed pipes.110 mm diameter |
| 158 | 113-Providingand fixingon wall faceunplasticised-PVC mouldedfittings/accessoriesforunplasticisedRigid PVC rain water pipes conforming to IS : 13592 Type A, includingjointing with seal ringconforming to IS : 5382, leaving 10 mm gap for thermalexpansion. 110 mm bend ([DSR-12.42.5.2]) |
| 159 | 114-Providingand fixingunplasticised -PVC pipe clips of approveddesigntounplasticised-PVCrainwater pipesby meansof50x50x50mmhardwoodplugs, screwed with M.S.screwsofrequired length, including cutting brick work andfixing incement mortar1:4(1cement:4coarsesand)andmaking good the wall etc. complete. 110 mm [DSR-12.43.2] |
| 160 | 115-Makingkhurras45x45cmwithaverageminimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominalsize)overP.V.C.sheet1mx1mx400 micron,finishedwith12mmcementplaster1:3(1 cement : 3 coarse sand) and a coat of neat cement, roundingtheedgesandmakingandfinishingthe outlet complete.[DSR-12.22] |
| 161 | ELECTRICAL WORKS |
| 162 | A-BASED ON DSR-2022 |
| 163 | 116-Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessedsteelconduit,with modularswitch,modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor singlecore cable etc. as required. Group C (1.3.3) |
| 164 | 117-Wiringforlight/powerplugwith2X4sq.mmFRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mmFRLSPVCinsulatedcopperconductorsinglecore cable for loop earthing as required. (1.5) |
| 165 | 118-Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 166 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire (1.7.1) |
| 167 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (1.7.2) |
| 168 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire (1.7.3) |
| 169 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire (1.7.4) |
| 170 | MCB"s & DB’s : |
| 171 | 119-Supplyingandfixingfollowingway,horizontaltype three pole and neutral (TPN), sheet steel, MCB distribution board, 415V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earthbar,dinbar,interconnections,powderpainted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 172 | 4 way (4 + 12), Double door (2.4.1) |
| 173 | 6 way (4 + 18), Double door (2.4.2) |
| 174 | 120-Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA,"C"curve,miniaturecircuitbreakersuitablefor inductive load offollowingpolesin the existingMCB DB complete with connections, testing and commissioning etc. as required. |
| 175 | Single pole (2.10.1) |
| 176 | 121-Supplying and fixing single pole blanking plate in theexisting MCB DB complete etc. as required. (2.11) |
| 177 | 122-Providingandfixingfollowingratingandbreaking capacity andpoleMCCBwith thermomagnetic releaseandterminalspreadersinexistingcubicle panelboardincludingdrillingholesincubiclepanel, making connections, etc. as required. 100 A,30KA,FPMCCB (2.2.13) |
| 178 | ELCB/RCCB Switches : |
| 179 | 123-Supplying and fixing following rating, four pole, (three phaseandneutral)SPN,415volts,residualcurrent circuitbreaker(RCCB),havingasensitivitycurrent 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 180 | 40 A (2.15.2) |
| 181 | 63 A (2.15.3) |
| 182 | 124-Providingand fixingM.V.dangernotice plate of 200 mmX150mm,madeofmildsteel,atleast2mm thick, and vitreous enameled white on both sides, and withinscriptioninsingleredcolouronfrontsideas required. (2.21) |
| 183 | 125-Supplyinganddrawingfollowingpair0.5sqmmFR PVCinsulatedannealedcopperconductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required.(1.18) |
| 184 | 2 Pair(1.18.2) |
| 185 | 126-Supplying and drawing co-axial TV cable RG-6 graded,0.7mmsolidcopperconductorPE insulated,shieldedwithfinetinnedcopperbraidand protectedwithPVCsheathintheexistingsurface/ recessed steel/ PVC conduit as required. (1.19) |
| 186 | 127-Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. (1.24) |
| 187 | Telephone socket outlet(1.24.6) |
| 188 | TV antenna socket outlet (1.24.7) |
| 189 | 128-Supplyingandfixingmetalboxoffollowingsizes (nominalsize)onsurfaceorinrecesswithsuitable size of phenolic laminated sheet cover in front including painting etc as required. (1.22) |
| 190 | 75mm X 75 mm X 60mm Deep (1.22.1) |
| 191 | 129-Supplyingandfixing followingsize/modules,GIbox alongwith modularbase &coverplateformodular switches in recess etc as required. (1.27) |
| 192 | 1 or 2 Module (75mm X 75 mm) (1.27.1) |
| 193 | 130-Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. (1.51) |
| 194 | 131-Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. (1.26) |
| 195 | B-PWD SOR 2018 |
| 196 | 132-Supplyandfixingof40Amp.TPMCB(10KA)C Curve. CAT A (1016) |
| 197 | 133-Supplyandfixingof63Amp.TPMCB(10KA)C Curve. CAT A (1017) |
| 198 | 134-Supplyandfixingof 40Amp.FPMCB(10KA)C Curve. CAT A (1020) |
| 199 | 135-Supplyandfixingof63Amp.FPMCB(10KA)C Curve. CAT A (1020 A) |
| 200 | 136-Supply and Fixing of 36 Watt to 46 Watt above 3300 leumin indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing withextendedheat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. (1406) |
| 201 | 137-SupplyandFixingofLEDTubeLightwithbatten suitableforupto1X22wattLEDtubelightfitting completeincludingtubeonsurfacecompleteinall respect. (1413) |
| 202 | 138-Supply andburyingof600mmx600mmx6mmG.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWGG.I.wirein15mmdiaG.I.pipeupto switch board (from apron to switch board the cost of G.I.pipeandG.I.wirewillbeextra)30cm.square C.I. framewithhingedcover, masonaryhousing, alternatelayers/ofcharcoal/cokeandsaltatleast 150mm thick alround etc. complete in all respects. (703) |
| 203 | 139-Supplyandburyingof40mmdiax4.5metreslong G.I.pipe,verticallyforearthinghaving12mmdia. holes spaced 75mm apart drilled up to 2 metre from thebottomcompletewithearthingleadofNo.6to 8SWGG.I.wireinG.I.pipeuptoappron(andfrom apron toswitch boardthecostofG.I.pipeand G.I. wirewillbeextra)uptoswitchboard,30cm.square C.I.boxwithhingedcover,masonaryhousing, alternatelayers/ofcharcoal/cokeandsaltatleast 150mm thick alround etc. complete in all respects. (701) |
| 204 | 140-Supplying&Layingof25mmx3mm G.I. Stripfor earthingpurposeasrequiredcompleteinall respects. (716) |
| 205 | 141-Supply&fixingoftwonumber8SWGG.I.wirefor earthingpurposeasrequiredcompleteinall respects. (723) |
| 206 | 142-Supplyandfixingofsurface/flushmounting6way TPN distributionboardwithadditionalmetaldoor withoutMCBcompleteinallrespect,asdirectedat site by Engineer Incharge. (1027 (A)) |
| 207 | 143-Erection and testingofceiling fanand regulator for roomheightupto3.5mts.includingsupplyof3mm thick G.I. down rod 19mm dia duly painted, complete in all respects. (1116) |
| 208 | 144-Erectionandtestingexhaustfanontheexhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. (1120) |
| 209 | 145-Supply&fixingof16gaugeM.S.drumdulypainted including making hole in the wall for exhaust fan and finishing properlyetc. complete as required. (1122) |
| 210 | 146-S/Fofhexagonalfanboxwithhexagonalsideof approx 80mm in length fabricated from 16 SWGM.S. sheetincorporating10mmdia,M.S.roundbarduly bentforsupportingfanhangerdullypaintedwithred oxideandscrewingarrangementwithwiringconduit laidintheR.C.C.roofbeforeconcretingalongwith supply ofall materials,labourT& P etc.,forproper completion of work. (1149) |
| 211 | 147-Supply fixing of electronic fan regulator (Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. (1203 ©) |
| 212 | 148-Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level overacushionof75mmthicksandalroundand protectedwithburnt bricks onsides and topon surface, the cable run shall be fixed on M.S. clamps etc.ofsuitable size.or asdirected by the Engineer- Incharge,completeinallrespect.thearmouringof thecableshallbe properly connected with the earth conductor by clamps etc. |
| 213 | 35 sqmm 3.5 core (501 K) |
| 214 | 10 sqmm 2 core (501 B) |
| 215 | 149-Supply&erectionofAC1200mmSweep,230/250 Volts,50Hzceillingfanwithstandarddownrod, bladesincludingconnectionetc.completeas required-. (1501 ( I)) |
| 216 | 150-Supply & erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frameandotheraccessoriesincludingconnections etc. complete as required- |
| 217 | a)-300mm sweep. |
| 218 | Plumbing Works |
| 219 | SANITARY FIXTURES |
| 220 | 151-Providing& fixing watercloset squattingpan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litrslow level white PVCflushing cisternincluding flase pipw manually contolled divice hanlde labour conferming to IS 7231 withall fittingsfixturescomplate includingcutting&makinggood the walls & floors where required. white viterous china orissa pattern WC pan of size580x440 mm with intergral type foot rests .(17.1.1) |
| 221 | 152-Providingandfixingwhitevitreouschinapedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern withmanuallycontrolleddevice(handlelever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid/Orient(Coral)withallfittingsandfixtures complete including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid (2.1.17 |
| 222 | 153-Providing and fixing wash basin with C.I. brackets, 15 mmC.P. brass pillar taps, 32 mm C.P. brass waste ofstandardpattern,includingpaintingoffittingsand brackets,cuttingandmakinggoodthewalls wherever require: |
| 223 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap (17.7.4) |
| 224 | 154-Providing and fixing white vitreous china pedestal for wash basin completely recessed atthe backforthe reception of pipes and fittings. (17.8) |
| 225 | 155-ProvidingandfixingP.V.C.wastepipeforsinkor wash basin including P.V.C. waste fittings complete. |
| 226 | (a) 32 mm dia (17.28.2.1) |
| 227 | 156-Providing and fixing 600x450 mm beveled edge mirrorofsuperiorglass(ofapprovedquality) complete with 6 mm thick hard board ground fixed to wooden cleatswith C.P.brassscrewsandwashers complete. |
| 228 | 600x450mm Beveled edge mirror(17.31) |
| 229 | 157-Providingandfixing600x120x5mmglassshelfwith edgesroundoff,supportedonanodisedaluminium angle frame with C.P.brassbracketsand guard rail completefixedwith40mmlongscrews,rawlplugs etc., complete. |
| 230 | 600x120x5mm glass seft(17.33) |
| 231 | 158-Providing and fixing PTMT liquid soap container 109 mmwide,125mmhighand112mmdistancefrom wallofstandardshapewithbracketofthesame materialswithsnapfittingsofapprovedqualityand colour, weighingnot lessthan105gms. Asper D.S.R. 17.71 |
| 232 | Liquid soap Container(17.71) |
| 233 | 159-ProvidingandfixingPTMTtowelrailcompletewith brackets fixed to wooden cleats with CP brass screwswithconcealed fittingsarrangementof approvedqualityandcolour.600mmlongtowelrail withtotallengthof645mm,78mmandeffective heightof88mm,weighingnotlesswidththan190 gms. As per D.S.R. 17.73.2 |
| 234 | Towel rail(17.73.2) |
| 235 | 160-Providingandfixingterminalguard:Sandcastiron S&S as per IS - 1729 |
| 236 | 75 mm (17.56.2.1) |
| 237 | 161-Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : |
| 238 | 75 mm(17.59.2) |
| 239 | 162-Providing and fixing uplasticised PVC connection pipe with brass unions :15 mmnominal bore 45 cmlong. D.S.R. 18.21.2.1 |
| 240 | Wash |
| 241 | Cislern |
| 242 | SOIL WASTE & VENT PIPES AND FITTINGS |
| 243 | 163-Providing & fixing soil, waste and vent pipes. |
| 244 | (a) 100 mm dia centrifugally cast iron S & S pipe. (17.35.1.2) |
| 245 | (b)75mm dia centrifugally cast iron S & S pipe. (17.35.2.2) |
| 246 | 164-Providingandfixingbendofrequireddegreewith accessdoor,insertionrubberwasher3mmthick, bolts and nuts complete. |
| 247 | (a)For 100 mm dia pipe (17.38.1.1) |
| 248 | (b)For 75 mm dia pipe (17.38.2.1) |
| 249 | 165-Providing leadcaulkedjointstosandcast iron/centrifugallycast(spun)ironpipes&fittingof diameters. |
| 250 | (a)For 100 mm dia pipe(17.58.1) |
| 251 | (b)For 75 mm dia pipe (17.58.2) |
| 252 | 166-Providing and fixing M.S. holder-bat clamps of approveddesigntoSandCastiron/castiron(spun) pipeembeddedinandincludingcementconcrete blocks10x10x10cmof1:2:4mix(1cement:2 coarsesand:4gradedstoneaggregate20mm nominalsize),includingcostofcuttingholesand making good the walls etc. : |
| 253 | (a)For 100 mm dia pipe (17.37.1) |
| 254 | (b)For 75 mm dia pipe(17.37.2) |
| 255 | 167-Providingandfixingsingleequalplainjunctionof requireddegreewithaccessdoor,insertionrubber washer 3 mm thick, bolts and nuts complete. |
| 256 | Sand castiron S&S asper IS - 1729 100x100x 100 nmm (17.43.1.1) |
| 257 | Sand cast iron S&S as per IS - 1729 75x75x 75 mm(17.43.2.1) |
| 258 | 168-Providing and fixing trap of self cleansing design with screwed down orhinged gratingwith orwithout vent armcomplete,includingcostofcuttingandmaking good the walls and floors : |
| 259 | (a)100 mm inlet and 100 mm outlet (17.60.1.1) |
| 260 | (b)100 mm inlet and 75 mm outlet (17.60.2.1) |
| 261 | 169-Providing and fixing cost iron coller. |
| 262 | (a)For 100 mm dia pipe (17.57.1.2) |
| 263 | (b)For 75 mm dia pipe (17.57.2.2) |
| 264 | 170-Extra for Providing & Fixing 125 mm dia C.p. grating in place of C.I. grating over floor traps. (l.) |
| 265 | WATER SUPPLY PIPES & FITTINGS |
| 266 | 171-ProvidingandfixingG.I.pipescompletewithG.I. fittingsand clamps,i/ccuttingand makinggood the walls etc. |
| 267 | Exposed on wall |
| 268 | (a) 20 mm dia nominal bore (18.10.2) |
| 269 | (b) 25 mm dia nominal bore (18.10.3 |
| 270 | (c) 40 mm dia nominal bore (18.10.5) |
| 271 | 172-ProvidingandfixingG.I.PipescompletewithG.I. fittingsandclamps,i/cmakinggoodthewallsetc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : |
| 272 | (a) 15 mm dia nominal bore (18.11.1) |
| 273 | 173-Providingandfixingballvalve(brass)ofapproved quality, High or low pressure, with plastic floats complete : |
| 274 | (a) 25 mm dia nominal bore (18.18.3) |
| 275 | 174-ProvidingandfixinggunmetalgatevalvewithC.I. wheel of approved quality (screwed end) : |
| 276 | (a) 25 mm dia nominal bore (18.17.1) |
| 277 | (b) 40 mm dia nominal bore(18.17.3) |
| 278 | 175-Providingandplacingonterrace(atallfloorlevels) polyethylene water storage tank, ISI : 12701 marked, withcover and suitablelocking arrangement and making necessary holes for inlet, outlet and overflow pipesbutwithoutfittingsandthebasesupportfor tank. (18.48) |
| 279 | 176-Providingandfixingbrassstopcockofapproved quality : |
| 280 | (b) 15 mm dia nominal bore(18.16.1) |
| 281 | 177-Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : |
| 282 | 15 mm dia nominal bore (18.49.1) |
| 283 | 178-Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportionof1:1(1cement:1finesand)including testing of joints etc. complete : |
| 284 | 100 mm diameter (19.1.1) |
| 285 | 150 mm diameter(19.1.2) |
| 286 | SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE SYSTEM |
| 287 | 179-Excavating trenches of required width for pipes, cables, etc including excavationfor sockets, and dressingofsides,rammingofbottoms,depthupto 1.5m,includinggettingouttheexcavatedsoil,and thenreturning thesoilas required,inlayers not exceeding20cmindepth,includingconsolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 288 | (a) Pipes, cables etc. exceeding 80 mmdia.but not exceeding 300 mm dia (2.10.1.2) |
| 289 | 180-Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mmnominalsize)all-roundS.W.pipesincluding bed concrete as per standard design : |
| 290 | (a) 100 mm diameter S.W.Pipe (19.2.1) |
| 291 | 181-Providingandfixingsquare-mouthS.W.gullytrap classSP-1 complete with C.I. gratingbrick masonry chamber with water tight C.I. cover with frame of 300 x300 mmsize (inside)the weightofcover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: |
| 292 | (a) 150x100 size P type(19.4.2.1) |
| 293 | 182-Constructing masonry Chamber 60x60x75 cm, inside inbrickworkincementmortar1:4(1cement:4 coarsesand)forfirehydrants,with C.I.surface box 350x350mmtopand165mmdeep(inside)with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarsesand:4gradedstoneaggregate20mm nominalsize),i/cnecessaryexcavation,foundation concrete1:5:10(1cement:5finesand:10graded stoneaggregate40mmnominalsize)andinside plasteringwithcementmortar1:3(1cement:3 coarsesand)12mmthick,finishedwithafloating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5(18.36.1) |
| 294 | SEPTIC TANK |
| 295 | 183-Earth work in excavation by mechanical means (hydraulic excavator) maunal means over areas ( exceding 30 cm in dept, 1.5 mtr. In widht as well as 10 sqm on plan) including getting out and disposalof excavated earth lead upto 50 mtr. And for alllift as directed y engineer incharge all kind of soil. |
| 296 | From 0.00 mt to 1.50 mt (DSR-2.6.1) |
| 297 | 1.50mt to 3.0 mt (DSR-2.6.1) |
| 298 | 184-PCC Providingandlayinginpositioncementconcreteof specifiedgradeexcludingthecostofcenteringand shuttering-Allworkuptoplinthlevel:1:4:8(1 Cement:4coarsesand(zone-III):8gradedstone aggregate 40 mm nominal size) ((DSR-4.1.8)) |
| 299 | 185-Reinforcedcementconcreteworkinbeams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands,plainwindowsills,staircasesandspiralstair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishingandreinforcementwith1:1.5:3(1cement: 1.5coarsesandderivedfromnaturalsources:3 graded stone aggregate20 mm nominal size derived from natural sources).As in item no. 3above but for slabs (Using 1:1.5:3 Mix concrete) (DSR-5.3) |
| 300 | 186-Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation andplinthin:Cementmortar1:4(1cement :4 coarse sand) (DSR 6.1.1) |
| 301 | 187-SteelreinforcementforR.C.C.workincluding straightening, cutting, bending, placing in position and bindingallcomplete.Thermo-MechanicallyTreated bars of grade Fe-500D or more. (DSR 5.22.A.6) |
| 302 | 188-Cementconcrete flooring1:2:4 (1 cement:2 coarse sand:4gradedstoneaggregate12-20mmnominal size laid in one layer neat cement (25 mm thick floor). (DSR-11.3.1) |
| 303 | 189-15mmcementplasteronroughsideofmix1:4(1 cement : 4 coarse sand) [DSR13.5.1] |
| 304 | 190-Providingandfixingsoil,wasteandventpipes: 75mm diameter : Sand cast iron S&S pipe as per IS: 1729 [DSR-17.35.2.1] |
| 305 | 191-ProvidingM.S.footrestsincludingfixingin manoholes with 20x20x10 cm cement concrete blocks1:3:6(1cement:3coarsesand:6graded stoneaggregate20mmnominalsize)asper standard design:(With 20x20mm square bar) [DSR 19.15.1] |
| 306 | 192-Making soak-pit 2.5 m. diameter and 3 m. deep with 45 x 45cmdry brick honey comb shaftwithbricksandSW drain pipe100 mm dia mtr. 1.8 m longcompleteasper standard design. With common bunt clay FPS non modular bricks of class designation7.5 (19.32.1) |
| 307 | Storm Water Drain (450 mm X 600 mm) |
| 308 | 193-Earth work in excavation by mechanical means (hydraulic excavator) maunal means over areas ( exceding 30 cm in dept, 1.5 mtr. In widht as well as 10 sqm on plan) including getting out and disposalof excavated earth lead upto 50 mtr. And for alllift as directed y engineer incharge all kind of soil. (DSR-2.6.1) |
| 309 | 194-PCC Providingandlayinginpositioncementconcreteof specifiedgradeexcludingthecostofcenteringand shuttering-Allworkuptoplinthlevel:1:4:8(1 Cement:4coarsesand(zone-III):8gradedstone aggregate 40 mm nominal size) (DSR-4.1.8) |
| 310 | 195-Brick work with common burnt clay F.P.S. (non modular)bricksofclassdesignation7.5in superstructure above plinth level up to floor V level in allshapesandsizesin:Cementmortar 1:4(1 cement : 4 coarse sand)(DSR -6.1.1) |
| 311 | 196-Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand:4gradedstoneaggregate)finishedwitha floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40mmthickwith20mmnominalsize stone aggregate (DSR 11.3.1) |
| 312 | 197-15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) (DSR-13.5.1) |
| 313 | BOUNDARY WALL |
| 314 | 198-Earth work in excavation by mechanical means (hydraulic excavator) maunal means over areas ( exceding 30 cm in dept, 1.5 mtr. In widht as well as 10 sqm on plan) including getting out and disposalof excavated earth lead upto 50 mtr. And for alllift as directed y engineer incharge all kind of soil. (DSR-2.6.1) |
| 315 | 199-PCC Providingandlayinginpositioncementconcreteof specifiedgradeexcludingthecostofcenteringand shuttering-Allworkuptoplinthlevel:1:4:8(1 Cement:4coarsesand(zone-III):8gradedstone aggregate 40 mm nominal size) (DSR-4.1.8) |
| 316 | 200-Providingandlayinginpositionspecifiedgradeof reinforcedcementconcrete,excludingthecostof centering, shuttering, finishing and reinforcement - All work up to plinth level (DSR 5.1.2) |
| 317 | 201-Reinforced cement concrete work in walls (any thickness),includingattachedpilasters,buttresses, plinthandstring courses, fillets, columns, pillars, piers,abutments,postsandstrutsetc.aboveplinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived fromnatural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) (DSR 5.2.2) |
| 318 | 202-Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation andplinthin:Cementmortar1:6(1cement :6 coarse sand) ((DSR-6.1.2)) |
| 319 | 203-Brick work with common burnt clay F.P.S. (non modular)bricksofclassdesignation7.5in superstructure above plinth level up to floor V level in allshapesandsizesin:Cementmortar 1:6(1 cement : 6 coarse sand) (DSR-6.4.2) |
| 320 | 204-SteelreinforcementforR.C.C.workincluding straightening, cutting, bending, placing in position and bindingallcomplete.Thermo-MechanicallyTreated bars of grade Fe-500D or more. |
| 321 | (a)-upto plinth (DSR 5.22.6) |
| 322 | (b)-above plinth(DSR 5.22.6) A |
| 323 | 8-12mmcementplasterofmix:1:6(1cement:6 coarse sand) (DSR-13.4.2) |
| 324 | 205-FinishingwallswithAcrylicsmoothexteriorpaintof required shade :New work (Two or more coat applied @1.67ltr/10sqmovertheincludingbasecoatof waterproofingcementpaintapplied@2.20kg/10 Sqm. (DSR 13.46.1) |
| 325 | 206-Providingandfixingangleironframesfordoors, windowsand ventilatorsofmild steel Angle sections ofsize35x35x5mm,jointsmitredandweldedby angleiron35x35x5mmor35x5mmflatpiecesto theexistingT-ironframeortothewallwithdash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer- In-charge. (DSR 10.31) |
| 326 | 207-Providing and fixing concertina coil fencing with punchedtapeconcertinacoil600mmdia10metre openablelength(totallength 90m),having50nos roundsper6metrelength,upto3mheightofwall withexistingangleiron"Y"shapedplaced2.4mor 3.00 mapartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal,includingnecessary boltsor G.I. barbedwiretiedtoangleiron,allcompleteasper directionofEngineer-in-charge,withreinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire ofhightensilestrengthof165kg/sq.mmwith tape (0.52 mmthick)and weight43.478 gm/metre (cost ofM.S.angle,C.C.blocksshall bepaid separately) D.S.R. 16.53 |
| 327 | 208-Painting withsynthetic enamel paint of approved brand and manufacture of required colour to give an evenshade Two or more coats on new work over an under coat ofsuitableshadewithordinarypaintofapproved brand and manufacture (DSR 13.62.1) |
| 328 | 209-Centering and shuttering including strutting, propping etc.andremovalofform:inFoundations,footings, bases of columns, etc. for mass concrete (DSR 5.9.1) |
| 329 | 210-asitemnumber13in Lintels, beams,plinth beams, girders, bressumers and cantilevers (DSR 5.9.5) |
| 330 | 211-as item number 13in Columns, Pillars, Piers, Abutments, Posts and Struts (DSR 5.9.6) |
| 331 | [GATE] |
| 332 | 212-Excavation of Foundation- Earthworkinsurfaceexcavationnotexceeding30 cmin depth but exceeding 1.5 m in width as well as 10 sqmon plan including getting out and disposal of excavatedearthupto50mandliftupto1.5m,as directed by Engineer-in- Charge: All kinds of soil (DSR-2.6.1) |
| 333 | 213-PCC Providingandlayinginpositioncementconcreteof specifiedgradeexcludingthecostofcenteringand shuttering-Allworkuptoplinthlevel:1:4:8(1 Cement:4coarsesand(zone-III):8gradedstone aggregate 40 mm nominal size) (DSR-4.1.8) |
| 334 | 214-Providingandlayinginpositionspecifiedgradeof reinforcedcementconcrete,excludingthecostof centering, shuttering, finishing and reinforcement - All work up to plinth level (DSR 5.1.2) |
| 335 | 215-Reinforced cement concrete work in walls (any thickness),includingattachedpilasters,buttresses, plinthandstring courses, fillets, columns, pillars, piers,abutments,postsandstrutsetc.aboveplinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived fromnatural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) (DSR 5.2.2) |
| 336 | 216-SteelreinforcementforR.C.C.workincluding straightening, cutting, bending, placing in position and bindingallcomplete.Thermo-MechanicallyTreated bars of grade Fe-500D or more. |
| 337 | (a)-upto plinth (DSR 5.22.6) |
| 338 | (b)-above plinth (DSR 5.22A.6_ |
| 339 | 217-12mmcementplasterofmix:1:6(1cement:6 coarse sand) (DSR-13.4.2) |
| 340 | 218-FinishingwallswithAcrylicsmoothexteriorpaintof required shade :New work (Two or more coat applied @1.67ltr/10sqmovertheincludingbasecoatof waterproofingcementpaintapplied@2.20kg/10 Sqm. (DSR 13.46.1) |
| 341 | 219-Centering and shuttering including strutting, propping etc.andremovalofform:inFoundations,footings, bases of columns, etc. for mass concrete (DSR 5.9.1) |
| 342 | 220-asitemnumber13in Lintels, beams,plinth beams, girders, bressumers and cantilevers (DSR 5.9.5) |
| 343 | 221-as item number 13in Columns, Pillars, Piers, Abutments, Posts and Struts (DSR 5.9.6) |
| 344 | 222-Steel work in built up tubular (round, square or rectangularhollowtubesetc.)trussesetc.,including cutting,hoisting,fixinginpositionandapplyinga priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes.DSR 10.16.3 |
| 345 | C.C.Road |
| 346 | 223-Earth work in excavation by mechanical means (hydraulic excavator) maunal means over areas ( exceding 30 cm in dept, 1.5 mtr. In widht as well as 10 sqm on plan) including getting out and disposalof excavated earth lead upto 50 mtr. And for alllift as directed y engineer incharge all kind of soil. (DSR-2.6.1) |
| 347 | 224-Providingandlayinginpositioncementconcreteof specifiedgradeexcludingthecostofcenteringand shuttering-Allworkuptoplinthlevel:1:5:10(1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)(DSR-4.1.10) |
| 348 | 225-Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation andplinthin:Cementmortar1:4(1cement :4 coarse sand) DSR-6.1.1) |
| 349 | 226-Providingandlayinginpositioncementconcreteof specifiedgradeexcludingthecostofcenteringand shuttering -: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 gradedstoneaggregate20mmnominalsize)(DSR 4.1.2) |
| 350 | Earth Filling |
| 351 | 227-Excavating. Supplying, stacking and filling of local earth (including roylaty) by mechhanical transport upto a lead of 5 km. also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complate for all lift. (2.25A) |
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