Construction Of Government Quarters Type I, Ii, Iii, & Iv At P. S.Udgirdist. Latur A ) Type- I Quarter 4 Nos. B ) Type- Ii Quarters = 16 Nos. C ) Type- Iii Quarters 4 Nos. D ) Type- Iv Quarter 2 Nos. 2 ) Dismentling Work 3 ) Compoun
Tender Value
10.63 Crore
Estimated cost
Bid Submission
26 Jul 2022
0 days left
EMD
10.63 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
udgir → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Construction Of Government Quarters Type I, Ii, Iii, & Iv At P. S.Udgirdist. Latur A ) Type- I Quarter 4 Nos. B ) Type- Ii Quarters = 16 Nos. C ) Type- Iii Quarters 4 Nos. D ) Type- Iv Quarter 2 Nos. 2 ) Dismentling Work 3 ) Compound Wall & Gate 4 ) Internal Road 5 ) Development Of Ground 6 ) Land Scaping & Garden 7 ) Cc Drain & Cd Work 8 ) Water Main Storage With Borewell 9 ) Providing E.I. To Typr-I 04 Quarters, Type-Ii 16 Quarters. Type-Iii 4 Quarters & Type-Iv- 02 Quarters And Street Lightning In Quarter Premises At. Panchayat Samiti, Udgir
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Type- I Quarter 4 Nos. |
| 2 | Excavation for foundation in hard murum including removing the excavatedmaterialuptodistanceof 50 metresbeyondthe building areaand stackingand spreadingas directed,dewatering,preparing thebedforthefoundation andnecessarybackfilling,ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means Type- I Quarter 4 Nos. |
| 3 | Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means Type- I Quarter 4 Nos. |
| 4 | Excavation for foundation in Hard murum and boulders includingremoving the excavated materialuptoadistance of50metres, beyondthebuildingareaandstackingandspreadingas directed,dewatering,preparingthebedforthefoundationandnecessarybackfilling,ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means Type- I Quarter 4 Nos. |
| 5 | Providingpreconstructional antitermitetreatmentasperI.S.6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrateof 1.0 percent ofchlorophyrifos per square meter of surface area covering10yearsguaranteeonbond paper. Type- I Quarter 4 Nos. |
| 6 | Providingand laying Cast in situ/ReadyMix cement concrete in M15 oftrap/granite/quartzite/gneiss metal for bed blocks, foundationblocksand such other itemsincludingbailingout water, Steelcentering, formwork,laying/pumping,compacting,rougheningthemifspecialfinishistobe provided, finishing uneven and honeycombed surfaceand curing etc. complete.The CementMortar 1:3plaster isconsidered for rendering uneven and honeycombedsurface only.Newlylaid concreteshallbecoveredbygunnybag,plastic,tarpaulinetc. (Wooden centering will not be allowed.), withfullyautomatic micro processor basedPLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Type- I Quarter 4 Nos. |
| 7 | Providingand layingin situ /ReadyMix cementconcrete M-20 of trap / granite /quartzite/ gneiss metalforR.C.C.work infoundationslikeraft,stripfoundations,grillageand footingsofR.C.C. columnsandsteel stanchionsetc. including bailing out water,Steelcenteringformwork, laying/pumpingcover blocks, compaction andcuring rougheningthe surfaceif specialfinishis to be provided(Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Type- I Quarter 4 Nos. |
| 8 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/granite/quartzite/gneiss metal for R.C.C. columns as perdetaileddesignsanddrawingorasdirectedincludingsteel centering,formwork, cover blocks, laying/pumping,compaction finishing theformed surfaces with cement mortar 1:3 of sufficientminimumthicknesstogiveasmoothandevensurfaceor rougheningif special finish is to be provided and curing etc. complete,(Excluding reinforcement andstructuralsteel).withfullyautomatic microprocessorbased PLC with SCADAenabledreversible DrumType mixer/ concrete Batch mix plant (Pan mixer) etc. complete. Withfineaggregate(NaturalSand/Crushedsand VSI Gradefinely washedetc) Ground Floor Type- I Quarter 4 Nos. |
| 9 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as perdetaileddesignsanddrawingsorasdirectedincluding steelcentering,formwork,coverblocks,laying / pumping,compactionandroughening thesurface if specialfinish is to be providedand curing etc.complete.(Excludingreinforcementandstructural steel).with fully automatic micro processor based PLC with SCADA enabled reversible drum Type mixer/concrete Batchmixplant(Panmixer)etc.complete. With fine aggregate (Natural Sand / CrushedsandVSI Grade finely washed etc) Ground Floor Type- I Quarter 4 Nos. |
| 10 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metalforR.C.C.slabsandlandings asperdetaileddesignsanddrawingsincludingsteelcentering, formwork,coverblocks,laying/pumping,compactionfinishingtheformedsurfaces with cement mortar 1:3 of sufficientminimumthicknessto give a smooth and even surface or roughening ifspecialfinishistobeprovidedand curingetc. complete,(Excludingreinforcementand structuralsteel).withfullyautomatic microprocessor basedPLCwithSCADAenabledreversible DrumTypemixer/concreteBatchmixplant(Pan mixer) etc. complete. With fine aggregate (NaturalSand/ Crushed sand VSI Grade finely washed etc) Ground Floor Type- I Quarter 4 Nos. |
| 11 | Providingand laying Cast in situ/ReadyMixcementconcrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compactingandrougheningthesurfaceifspecial finish is to be provided andcuringcomplete.(Excludingreinforcementandstructuralsteel).withfullyautomatic micro processorbasedPLCwithSCADA enabledreversibleDrumTypemixer/concreteBatchmixplant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Ground Floor Type- I Quarter 4 Nos. |
| 12 | ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-20oftrap/granite/ quartzite/ gneissmetal forR.C.C. pardiofrequiredthickness including steel centering, formwork, coverblocks, laying/pumping,compacting , curing , finishing and rougheningthemif special finish is to be providedand curingcomplete.(Excludingreinforcement andstructuralsteel).with fullyautomatic microprocessorbased PLC with SCADA enabled reversibleDrum Type mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(NaturalSand/ Crushed sand VSI Grade finely washed etc) Ground Floor Type- I Quarter 4 Nos. |
| 13 | ProvidingandlayingCastinsitu/ReadyMixcementconcretein M-20oftrap/quartzite /granite /gneissmetalfor R.C.C.Waistslab,and steps of staircases as per detailed design and drawings or as directedincludingsteelcentering, formwork,steelprops,laying/pumping,compaction,finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or rougheningthe surfaceif specialfinish is to be providedand curing etc. complete. (Excludingeinforcement, includingcoverblock).(Newlylaidconcrete shall becovered bygunny bag,plastic,tarpaulinetc.) with fully automaticmicro processorbased PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.Withfineaggregate (NaturalSand/CrushedsandVSI Grade finely washed etc) Ground Floor Type- I Quarter 4 Nos. |
| 14 | Providingand fixing in position TMT - FE - 500 bar reinforcementof variousdiametersforR.C.C. pile caps, footings, foundations, slabs,beamscolumns,canopies,staircase,newels,chajjas,lintels pardis,copings,fins, archesetc. as per detaileddesigns,drawingsandschedules. including cutting,bending, hookingthebars,bindingwithwiresortackweldingandsupportingasrequired complete. Ground Floor Type- I Quarter 4 Nos. |
| 15 | Providingfly ash brick masonrywith conventional/ I.S. type fly ash bricksin C.M. 1:6 in foundation andplinthincluding bailingoutwatermanually striking joints, racking out joints watering and scaffoldingetc.complete.Spec.No.AsdirectorbyengineerinchargeandBDG-2and5.Type- I Quarter 4 Nos. |
| 16 | Filling in plinth and floors withapprovedexcavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. Type- I Quarter 4 Nos. |
| 17 | Filling in plinth and floors with contractorsmaterial/brought from outside and approved by Engineer inchargein layers of 15cm. to 20cm.including watering and compaction etc. complete. Type- I Quarter 4 Nos. |
| 18 | Providing preconstructionalantitermite treatment as per I.S. 6313(Part-II) bytreating thetop surface ofplinth filling attherateof5litres of emulsion concentrate at 1.0percent of clorophyrifospersquare metreof surface areacoveringtenyearsguarantee on bondpaper. Type- I Quarter 4 Nos. |
| 19 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. Type- I Quarter 4 Nos. |
| 20 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)Type- I Quarter 4 Nos. |
| 21 | Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete.Ground Floor Type- I Quarter 4 Nos. |
| 22 | Providing Second class fly ash brick masonry with conventional / I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of two bars of 6 mm diameter / two hoop iron strips 25 mm x 1.60 mm at every third course, properly bent and bounded at ends scaffolding raking out joints and watering etc. complete. Ground Floor Type- I Quarter 4 Nos. |
| 23 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapetandsillofdoorsandwindowsmouldedasperdetailed drawings or chamfered as approved by the Engineer including steel centering,formwork,coverblocks,laying/pumping,compacting, curing,finishingandrougheningthemifspecialfinishistobe provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Panmixer)etc.complete.Withfineaggregate(NaturalSand/ Crushed sand VSI Grade finely washed etc) Ground Floor Type- I Quarter 4 Nos. |
| 24 | Providingandfixingframewith/withoutventilatorofsizeasspecifiedwithCountrycutteak woodfor doorsand windowsincludingchamfering,rounding,rebating,ironholdfastofsize 300mmx40mmx5mmwithoilpainting,etc.complete Type- I Quarter 4 Nos. Ground Floor |
| 25 | Providingandfixingmildsteelgrillworkforwindows,ventilatorsetc.20kgSqm. asperdrawing includingfixtures,necessaryweldingand paintingwithone coatsof anticorrosivepaintand two coats ofoilpaintingcomplete.Ground Floor Type- I Quarter 4 Nos. |
| 26 | Providingandfixingchickenmeshof 22gauge,withabout30cm. width at the junction of R.C.C members andbrickwork,ofapprovedquality including fixing meshin position by necessary drillingin concrete /B.B.masonry and or tying by binding wire etc. complete. Type- I Quarter 4 Nos. |
| 27 | ProvidingandapplyingTwocoatsofwallcarePuttyonplastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. Type- I Quarter 4 Nos. Ground Floor |
| 28 | Providing internal cement plaster 12mm thick in single coat in cement mortar1:5 withoutneeru finish to concreteor bricksurfaces,in all positions including scaffolding and curing etc. complete. Type- I Quarter 4 Nos.Ground Floor |
| 29 | Providing neerufinishtoplastered surfaces inallpositions includingscaffoldingandcuringetc. complete. Type- I Quarter 4 Nos. Ground Floor |
| 30 | Providing sandfaced plaster externally incement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking outgrainsandcuring forfourteendaysscaffoldingetc.complete. Type- I Quarter 4 Nos. Ground Floor |
| 31 | Labour charges for providing groove in external plaster having width and spaced as directed by engineer incharge etc. complete. Type- I Quarter 4 Nos. Ground Floor |
| 32 | Providing patti/ band 100mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc.complete. Type- I Quarter 4 Nos. Ground Floor |
| 33 | Providing internalcementplaster20mmthickinSinglecoatsin cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. Type- I Quarter 4 Nos. Ground Floor |
| 34 | Providing fine cement finish 1.5mm thick over green plaster surface including scaffolding curing etc. complete. Spec. No. : As directed by Engineer in charge. Type- I Quarter 4 Nos. Ground Floor |
| 35 | Providing and applying a base coat comprising of 1 Kg Polydee-MC and 1 Kg fresh cement after wetting the surface followed by drying the surface for 2 days, apply primer coat of TP-40 and after drying, applying Polydee-11 two component (mixing ratio 2 A : 1 B) ) Antibacterial food grade coating inside drinking water tank in two coats with time interval of minimum 8 hrs. covering 7 years guarantee on Court Fee Stamp Paper of Rs. 100/- etc. complete. Type- I Quarter 4 Nos. Ground Floor |
| 36 | Providing waterproofing in W.C. and bath including brick bat coba in all position including providing and laying 12mm bedding in cement mortor 1:3 on vergin concrete slab with waterproofing compound @ 1kg/per bag of cement laying brick bat coba ofrequired thickness in cm 1:5 with waterproofing compound 1 kg/bag of cement grouting andfinishingthetoplayerwith20mmthickbrickbeddingincm mortor 1:3 with waterproofing compound 1 kg/per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years\"guaranteeonrequisitestamppaperincludingcuringetc. complete. Type- I Quarter 4 Nos. Ground Floor |
| 37 | Providing and laying vitrified matt fininsh tileshaving size 590 mm to 605mmx to 605mmof 8 to 10 mmthicknessand confirmingIS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morarincludingneatcementfloat, fillingjoints,curingandcleaningetc.complete. Type- I Quarter 4 Nos. Ground Floor |
| 38 | Providing and laying vitrified matt finish tileshaving size 590 mm to 605mmx to 605mmof 8 to 10mm thickness andconfirming IS.15622-2006 (Group Bla) of approved make, shade and pattern fordadoandskirtinginrequiredpositionfixedin1:4cementmortarincludingneatcement float,fillingjoints,curingandcleaningetc.complete. Type- I Quarter 4 Nos Ground Floor |
| 39 | Providing andfixing machinecutmachinepolished18mm to20mm thick telephoneblack /Amba White/Catbarybrown/RBIred/OceanBrowngranitestonefortreadsandrisersofstepsand staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bedof1:4Cementmortarincludingfloatfillingjointswithneatcementslurry curingpolishingand cleaningetc. complete. Type- I Quarter 4 Nos. Ground Floor |
| 40 | Providing and laying telephone black / AmbaWhite / Cadburybrown / Rubyred / OceanBrown granite stone of 18 to 20 mm thick for door frame / dado / window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing / moulding the sharp edges wherever necessary, curing, etc. complete. Ground Floor Spec. No. As directed by Engineer Engineer. Type- I Quarter 4 Nos. |
| 41 | Providing andlayingceramictiles havingsize30cm.x45cm. confirmingtocorresponding I.S. for dado and skirting in requiredposition with readymade adhesive mortar of approved qualityon plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. Type- I Quarter 4 Nos. Ground Floor |
| 42 | ProvidingandlayingAntiskidCeramictilesofapprovedquality ofsize30 cm x 30 cm and confirmingtoIS 15622-2006(Group-BIIA)for antiskidflooringinrequiredpositionlaidona bedof1:4cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete. Type- I Quarter 4 Nos. Ground Floor |
| 43 | Providing 25 mm to 30 mm thick partition of polished black kadappa stone slab of approved quality including giving required size and shape etc. Fixing in cement mortar 1:3 curing and cement etc. complete. a) one side polish SSR Of 2021-22Item I.No.33.32 P. No. 277 Ground Floor Type- I Quarter 4 Nos. |
| 44 | Providing 25 mm to 30 mm thick partition of polished black kadappa stone slab of approved quality including giving required size and shape etc. Fixing in cement mortar 1:3 curing and cement etc. complete. b) Both side polish Type- I Quarter 4 Nos. Ground Floor |
| 45 | Providing and fixing heavy duty interlocking concrete Coloured paving blocks of 80mm thickness of having a strength of 300kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25to30mmthick including skirting joints and cleaning etc. complete Spec. No. As directed by Engineer in charge. Type- I Quarter 4 Nos. |
| 46 | Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. Type- I Quarter 4 Nos. Ground Floor |
| 47 | Providing and Fixing 30 MM thick \"\" FACTORY MADE BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER manufactured by M/S RAJSHRI equivalent consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails, M.S frame shall have a coat of metel primer of approved make and manufacture. M.S frame shall be covered with heat mouled PVC \" C \" channel made from 5 mm (+/0.25) thick prelaminated sheet of density 600 kg / cbm , of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45? angle on either side forming stiles ; and 5 mm thick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45? on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the bottom side of the \" c \" channel prelaminated paneling of 5 mm (+/0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc ,10 mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm wide cross PVC sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 nos M.S.powder coated but hinges of size 100 mm x 25MM x 2mm using 32 mm long steel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares should be fixed with 19 x 6 mm size steel screws including fixture fasting. Complete as per direction of engineer in charge Type- I Quarter 4 Nos. Ground Floor |
| 48 | Providing and fixing in position (as per 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 kgRmt.. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 kgRmt... Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 kgRmt.. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kgRmt.. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kgRmt.. and handle and top section 40 x 18 x 1.25 mm at weight o.417 kgRmt.. As per detaileddrawingsandasdirectedbyEngineerinchargewithall necessary Aluminium sectionsfixtures and fasteningssuch as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With powder coating without boxType- I Quarter 4 Nos. Ground Floor |
| 49 | Providing andfixing inposition powder coated aluminium louveredwindows / ventilator of varioussizeswithpowdercoatingasper detailed drawing and specificationsincludingaluminium frames 80 x 38mmx1.22mmboxtype,5mmthicksheetglasslouvers,of approved quality etc. complete. Type- I Quarter 4 Nos. Ground Floor |
| 50 | Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 mm minimumsize, crossingsof M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top runner of minimum size 40 x12 mm with roller wheels confirmingto grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of verticalchannelsbe100 mmenclosed gate position andclear space of 150mm between two setsofcrossingswithholdfasts,stoppers,spaces, handles, locking arrangement and one coat of red lead primer and oil painting etc. complete. (I.S. 105211983). complete. Type- I Quarter 4 Nos. Ground Floor |
| 51 | Providingand Fixing mat finish stainlesssteel (of 302 grade ) railing with toppipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, allpipesof2mmthickincludingbuffing, fabricating fixturesandfasteningincludingpipebaseof appropriate diameterandballbaseof75mmdia above newel post of 75 mm diameteretc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use) Type- I Quarter 4 Nos. |
| 52 | Providingandfixingshuttertowallcupboardmadefrom19mmthickTeakparticle boardwith approved coloured laminated face1.5 mm thick bonded with phenol formaldehyde syntheticresin B.W.P. grade includinglipping beading iron oxidisedfixturesand fasteningand oil primer coat etc. complete. (Excluding cupboard frame). Spec No.:As directed by Engineer in charge. Type- I Quarter 4 Nos |
| 53 | Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Includingremovingexistingpipelineifnecessary and conveyingand stacking the same in PWD chowky or as directed etc. complete. Type- I Quarter 4 Nos. |
| 54 | Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Includingremovingexistingpipelineifnecessary and conveyingand stacking the same in PWD chowky or as directed etc. complete. Type- I Quarter 4 Nos. |
| 55 | Providing and fixing on walls /ceiling/ floor 40 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Includingremovingexistingpipelineifnecessary and conveyingand stacking the same in PWD chowky or as directed etc.complete. Type- I Quarter 4 Nos. |
| 56 | Providingandlayingintrenches50mmdai.CPVCpipeincludingnecessaryexcavation,fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveyingand stacking the same in PWD chowky or as directed etc. complete. Spec. No. :BD.V 5 page 551 and as directed by Engineer in charge. Type- I Quarter 4 Nos. |
| 57 | Providing and fixing screw down for 40mm dia. Wheeled stop tap of brass including necessary sockets/union nut complete.Spec No.: Bd.V.9 Page No. 555 Type- I Quarter 4 Nos. |
| 58 | Providing and fixing screw down for 25mm dia. Wheeled stop tap of brass including necessary sockets/union nut complete.Spec No.: Bd.V.9 Page No. 555 Type- I Quarter 4 Nos. |
| 59 | Providingand fixingOrissa Pan of size 580x445x260mm withapprovedmakeflushvalve including trap, C.I. soil and vent pipe upto outside faceofwallincluding 100mm dia.C.I.plug, bendand necessarypipe connection,etc complete.As directedby Engineerin charge. Type- I Quarter 4 Nos. |
| 60 | Providing and fixingwall-hung white wash basin of size 470x575x190mm of approved make half pedestal, pillar cock, C.P.Angularstopcock,longthreadcontinentalincluding S.S.bottle trap ofhaving necessary pipe connections up to the outside face of the wall.etc complete. Type- I Quarter 4 Nos. |
| 61 | Providing and fixing stainless steel sink of size 600 x 510 x 200 mm incluidng coupling, outlet pipe, elbow and other necessary fitting, finishing etc. complete. Type- I Quarter 4 Nos |
| 62 | ProvidingandFixinghalfturn25mmdiagunmetalflushingcock including all accessories etc. complete.Spec No.:As directed by Engineer in charge. Type- I Quarter 4 Nos. |
| 63 | Providing and fixing C.P. 2 Way BIB cock with wall flange of approved make including necessary sockets/ union nut etc. complete as directed by Engineer in charge. Type- I Quarter 4 Nos |
| 64 | Providing and fixing C.P. BIB cock with wall flange of approvedmake including necessary sockets/ union nut etc. complete as directed by Engineer in charge. Type- I Quarter 4 Nos |
| 65 | ProvidingandfixingC.P.wallmixerwithprovisionforoverhead shower with 115mm long bend pipe and wall flange of approved make including necessary sockets/union nut etc. complete. Type- I Quarter 4 Nos |
| 66 | ProvidingandfixingShowerHead,withshowerarm ofapproved make mixer ofincluding all necessary pipe fittings and connections etc. complete as directed by Engineer in charge. Type- I Quarter 4 Nos |
| 67 | Providingandfixing sinkcockwithregularswingingspout(Wall MountedModel)withwallflangewithapproved makeincluidng othernecessaryfitting,etc.completeasdirectedbyEngineerin charge. Type- I Quarter 4 Nos |
| 68 | Providingandfixing450mmx550mmsizesuperiortypeBelgium mirror with 16mm dia. nickel platedtowelrodetc.complete.SpecNo.:AsdirectedbyEngineerincharge. Type- I Quarter 4 Nos |
| 69 | Providingandfixingchromiumplatedtowelrod16mmdiaand75cm.inlengthincludingall accessoriescomplete.Spec.No.:AsdirectedbyEngineerincharge. Type- I Quarter 4 Nos |
| 70 | Providing and fixing 15cm x 10cm salt glazed stonewaregully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap. Type- I Quarter 4 Nos |
| 71 | ProvidingandconstructingBrickMasonryInspectionChamber60cmx45cm x 90cm including 1:4:8cementconcrete foundation 1:2:4 cement concrete channels halfround G.S.W. pipes, Brick Masonry, plasteringfrom inside and with frame fixed in cement concretewith R.C.C. Cover medium duty 140 kg with frame etc complete. Type- I Quarter 4 Nos |
| 72 | ProvidingandconstructingBrickMasonryInspectionChamber90cmx45cm x 90cm including 1:4:8 cement concretefoundation1:2:4cementconcretechannelshalfroundG.S.W.pipes,Brick Masonry, plasteringfrom inside and with frame fixed in cement concretewith R.C.C. Cover medium duty 140 kg with frame etc complete. Type- I Quarter 4 Nos |
| 73 | Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete.Type- I Quarter 4 Nos |
| 74 | Providingand fixing H.D.PcontainerSyntexor alike onepiecemoulded water tankmade outof highdensitypolythylerandbuilt corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 1000 to 20000 liters Type- I Quarter 4 Nos |
| 75 | Providing and fixing 10 cm PVC nahani trap with grating etc. complete. Type- I Quarter 4 Nos SSR Of 2021-22I.No.42.67P.No.360 |
| 76 | Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thicknessof 2.2to2.7mmconfirming toI.S.13592-1992 including proper rainwater receiving recess with P.V.C. plug,bend, necessary fittings, such as, offsets, shoes, inluding fixing thepipeonwall usingapprovedwoodencleatsprojecting25mmto40mmfromfaceofwallafixingwithclipsof approved quality andnumber,filing thejointusing rubbergasketwithsolventcementandproperly resting the shoe of pipes on C.C. or masonryblocks, includingnecessary scaffolding and maintenance for3yrsforanyleakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piecesocket clips shall be got approvedfrom engineer in charge etc.complete. Type- I Quarter 4 Nos |
| 77 | Providing , laying & fixing ,jointing Supreme Ecodrain 160 mm SN 4 Nu Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees , coupler, etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated materialetc. complete.Type- I Quarter 4 Nos. |
| 78 | Providing andfixinginposition UPVCultravioletstabilized 110mmouter diameter cowldome confirming toI.S.-4985 including makingjointswithsolventcementetc.Complete.Type- I Quarter 4 Nos. |
| 79 | Providingsoakpitofsize120cmx120cmx120cmincluding excavating and filling with brick-bats. Type- I Quarter 4 Nos. Spec. No. Bd.V.46, Page No. 576 |
| 80 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.Type- I Quarter 4 Nos.Ground Floor |
| 81 | Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed materialismanufacturedoutofnominal0.45mmBaseMetal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium43.4%zinc1.6%silicon)withCOLORBOND(R)steel quality super durable polyester paint coat ( with inorganic pigment). Thepaintshallhaveatotalcoatingthicknessofnominal35um, comprisingofnominal25umexteriorcoatontopsurfaceand nominal 10 um reverse coat on back surface. Profile sheet shall have nom.950-1050mmeffectivecoverwidthandnominal25-30mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center-to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturersproductdetailsmarkedaregularinterval.Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hexhead,self-drillingscrewetc.complete.(weightofprofile4.52 kgSqm.) Spec. No. As directed By Engineer In Charge.Type- I Quarter 4 Nos. Ground Floor |
| 82 | Providing and applying interior wall finish luster of Asian / Berger / Nerolac / Dulux Paints or equivalent make on internal wall surface as detailed below Scrapping the surface with emery paper and wipe clean. Applying Asian / Berger / Nerolac / Duuex Paints or equivalent wall primer with brushwith mineral turpentine with brush 8 to 10% and oil 15 to 20% with roller and allowing to dry for a period 6 to 8 hours. Applying Asian / Berger / Nerolac / Dulex Paints or equivalent Acrylic wall putty with appropriate proportion of water allowing to dry for period 4 to 6 hours. Scrapping with Emery paper 180 and wipe clean. Applying Asian / Berger / Nerolac / Dulux Paints or equivalent wall primer with brush with mineral turpentine 8 to 10% and oil 15 to 20% with roller Scrapping Emery paper 320 and wipe clean, Applying Asian / Berger / Nerolac / Dulux Paints or equivalent interior wall finish luster 1st coat with brush/rubber/spray with mineral turpentine 7 to 9% and Oil with roller 19 to 21% After 8 hours of activity Applying 2nd coat of Asian / Berger / Nerolac / Dulux Paints or equivalent interior wall finish Lustre with mineral turpentine 7 to 9 % with brush and Oil with roller 19 to 21% after allowing dry for the period of 6 to 8 hours activity.(With prior approval of S.E.)Type- I Quarter 4 Nos. SSR 2021-22I.No. 36.20 Ground Floor |
| 83 | Providing and applying 2 coats of 100% Pure acrylic low VOC and APEO & HCHO free water based paint of approved colour that belongs to class 1 flame spread resistance of approvedmake Paint should provide durable and long lasting silk finish with a high crack tolerance of upto 1mm. Paint should have an oustanding washability with high resistance to wide range of bacteria and fungus. Paint has to be applied on smooth and uniform surface prepared by an acrylic copolymer low VOC & Odour putty. This surface should be primed with water based low VOC Primer. The work activity should cover all aspects of applying paints from surface preparation as directed by Engineer in charge.Type- I Quarter 4 Nos. Ground Floor SSR 2021-22 I.No.48.11 |
| 84 | Providingandfixing 90cmx60cmGranite plate engraving 10cm.heightletter,figures including painting the lefters/figures with approved colour and shade complete. Type- I Quarter 4 Nos. SSR Of 2021-22I.No.44.12 P.No.374 |
| 85 | RWH - Recharge PitProviding and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5\" dia x 25m deep borewell at the floor of recharge pit including installationof combinationof solid/perforated PVC casing pipe wrapped around with netlon mesh including 300mm thicksidefilling aroundoutsideofRCCrings(annularspace)with 40mm size boulders including filling of recharge pit up to 0.5m depth with25-75mmcleanwashedgravelsfrombottomupfollowedby 0.5m depth of10-25mmofcleanwashedstonesfollowedby0.5mofwashed river fine aggregate (natural sand/crushedsandVSIgrade finelywashedetc.) includingnetlonmeshbetweeneach gravel/fine aggregate(naturalsand/crushedsandVSI gradefinelywashedetc.) media layer including covering with RCC slab, manhole frame & cover, PVC rungs, PVC end-caps, fittings etc. including arrangement for inlet & outletpipe excavation& backfillingas shownin the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation,taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge. Type- I Quarter 4 Nos. |
| 86 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Type- I Quarter 4 Nos. |
| 87 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means b) Type- II Quarters = 16 Nos. |
| 88 | Excavation for foundation in hard murum including removing the excavatedmaterialuptodistanceof 50 metresbeyondthe building areaand stackingand spreadingas directed,dewatering,preparing thebedforthefoundation andnecessarybackfilling,ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means. b) Type- II Quarters = 16 Nos. |
| 89 | Excavation for foundation in Hard murum and boulders includingremoving the excavated materialuptoadistance of50metres, beyondthebuildingareaandstackingandspreadingas directed,dewatering,preparingthebedforthefoundationandnecessarybackfilling,ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means b) Type- II Quarters = 16 Nos. |
| 90 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means. b) Type- II Quarters = 16 Nos. |
| 91 | Providingpreconstructional antitermitetreatmentasperI.S.6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrateof 1.0 percent ofchlorophyrifos per square meter of surface area covering10yearsguaranteeonbond paper. b) Type- II Quarters = 16 Nos. |
| 92 | Providingand laying Cast in situ/ReadyMix cement concrete in M15 oftrap/granite/quartzite/gneiss metal for bed blocks, foundationblocksand such other itemsincludingbailingout water, Steelcentering, formwork,laying/pumping,compacting,rougheningthemifspecialfinishistobe provided, finishing uneven and honeycombed surfaceand curing etc. complete.The CementMortar 1:3plaster isconsidered for rendering uneven and honeycombedsurface only.Newlylaid concreteshallbecoveredbygunnybag,plastic,tarpaulinetc. (Wooden centering will not be allowed.), withfullyautomatic micro processor basedPLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) b) Type- II Quarters = 16 Nos. |
| 93 | Providingand layingin situ /ReadyMix cementconcrete M-25 of trap / granite /quartzite/ gneiss metalforR.C.C.work infoundationslikeraft,stripfoundations,grillageand footingsofR.C.C. columnsandsteel stanchionsetc. including bailing out water,Steelcenteringformwork, laying/pumpingcover blocks, compaction andcuring rougheningthe surfaceif specialfinishis to be provided(Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) b) Type- II Quarters = 16 Nos. |
| 94 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/granite/quartzite/gneiss metal for R.C.C. columns as perdetaileddesignsanddrawingorasdirectedincludingsteel centering,formwork, cover blocks, laying/pumping,compaction finishing theformed surfaces with cement mortar 1:3 of sufficientminimumthicknesstogiveasmoothandevensurfaceor rougheningif special finish is to be provided and curing etc. complete,(Excluding reinforcement andstructuralsteel).withfullyautomatic microprocessorbased PLC with SCADAenabledreversible DrumType mixer/ concrete Batch mix plant (Pan mixer) etc. complete. Withfineaggregate(NaturalSand/Crushedsand VSI Gradefinely washedetc) Ground Floor b) Type- II Quarters = 16 Nos. |
| 95 | First Floor b) Type- II Quarters = 16 Nos. |
| 96 | Second Floor b) Type- II Quarters = 16 Nos. |
| 97 | Third Floor b) Type- II Quarters = 16 Nos. |
| 98 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as perdetaileddesignsanddrawingsorasdirectedincluding steelcentering,formwork,coverblocks,laying / pumping,compactionandroughening thesurface if specialfinish is to be providedand curing etc.complete.(Excludingreinforcementandstructural steel).with fully automatic micro processor based PLC with SCADA enabled reversible drum Type mixer/concreteBatchmixplant(Panmixer)etc.complete. With fine aggregate (Natural Sand / CrushedsandVSI Grade finely washed etc) Ground Floor b) Type- II Quarters = 16 Nos. |
| 99 | First Floor b) Type- II Quarters = 16 Nos. |
| 100 | Second Floor b) Type- II Quarters = 16 Nos. |
| 101 | Third Floor b) Type- II Quarters = 16 Nos. |
| 102 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metalforR.C.C.slabsandlandings asperdetaileddesignsanddrawingsincludingsteelcentering, formwork,coverblocks,laying/pumping,compactionfinishingtheformedsurfaces with cement mortar 1:3 of sufficientminimumthicknessto give a smooth and even surface or roughening ifspecialfinishistobeprovidedand curingetc. complete,(Excludingreinforcementand structuralsteel).withfullyautomatic microprocessor basedPLCwithSCADAenabledreversible DrumTypemixer/concreteBatchmixplant(Pan mixer) etc. complete. With fine aggregate (NaturalSand/ Crushed sand VSI Grade finely washed etc) b) Type- II Quarters = 16 Nos. Ground Floor |
| 103 | First Floor b) Type- II Quarters = 16 Nos. |
| 104 | Second Floor b) Type- II Quarters = 16 Nos. |
| 105 | Third Floor b) Type- II Quarters = 16 Nos. |
| 106 | Providingand laying Cast in situ/ReadyMixcementconcrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compactingandrougheningthesurfaceifspecial finish is to be provided andcuringcomplete.(Excludingreinforcementandstructuralsteel).withfullyautomatic micro processorbasedPLCwithSCADA enabledreversibleDrumTypemixer/concreteBatchmixplant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) b) Type- II Quarters = 16 Nos. Ground Floor |
| 107 | First Floor b) Type- II Quarters = 16 Nos. |
| 108 | Second Floor b) Type- II Quarters = 16 Nos. |
| 109 | Third Floor b) Type- II Quarters = 16 Nos. |
| 110 | ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-25oftrap/granite/ quartzite/ gneissmetal forR.C.C. pardiofrequiredthickness including steel centering, formwork, coverblocks, laying/pumping,compacting , curing , finishing and rougheningthemif special finish is to be providedand curingcomplete.(Excludingreinforcement andstructuralsteel).with fullyautomatic microprocessorbased PLC with SCADA enabled reversibleDrum Type mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(NaturalSand/ Crushed sand VSI Grade finely washed etc) b) Type- II Quarters = 16 Nos. Ground Floor |
| 111 | First Floor b) Type- II Quarters = 16 Nos. |
| 112 | Second Floor b) Type- II Quarters = 16 Nos. |
| 113 | Third Floor b) Type- II Quarters = 16 Nos. |
| 114 | ProvidingandlayingCastinsitu/ReadyMixcementconcretein M-25oftrap/quartzite /granite /gneissmetalfor R.C.C.Waistslab,and steps of staircases as per detailed design and drawings or as directedincludingsteelcentering, formwork,steelprops,laying/pumping,compaction,finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or rougheningthe surfaceif specialfinish is to be providedand curing etc. complete. (Excludingeinforcement, includingcoverblock).(Newlylaidconcrete shall becovered bygunny bag,plastic,tarpaulinetc.) with fully automaticmicro processorbased PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.Withfineaggregate (NaturalSand/CrushedsandVSI Grade finely washed etc) b) Type- II Quarters = 16 Nos. Ground Floor. |
| 115 | First Floor b) Type- II Quarters = 16 Nos. |
| 116 | Second Floor b) Type- II Quarters = 16 Nos. |
| 117 | Third Floor b) Type- II Quarters = 16 Nos. |
| 118 | Providingand fixing in position TMT - FE - 500 bar reinforcementof variousdiametersforR.C.C. pile caps, footings, foundations, slabs,beamscolumns,canopies,staircase,newels,chajjas,lintels pardis,copings,fins, archesetc. as per detaileddesigns,drawingsandschedules. including cutting,bending, hookingthebars,bindingwithwiresortackweldingandsupportingasrequired complete. b) Type- II Quarters = 16 Nos. Ground Floor |
| 119 | First Floor b) Type- II Quarters = 16 Nos. |
| 120 | Second Floor b) Type- II Quarters = 16 Nos. |
| 121 | Third Floor b) Type- II Quarters = 16 Nos. |
| 122 | Providingfly ash brick masonrywith conventional/ I.S. type fly ash bricksin C.M. 1:6 in foundation andplinthincluding bailingoutwatermanually striking joints, racking out joints watering and scaffoldingetc.complete.b) Type- II Quarters = 16 Nos.Spec.No.AsdirectorbyengineerinchargeandBDG-2and5. |
| 123 | Filling in plinth and floors withapprovedexcavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. b) Type- II Quarters = 16 Nos. |
| 124 | Filling in plinth and floors with contractorsmaterial/brought from outside and approved by Engineer inchargein layers of 15cm. to 20cm.including watering and compaction etc. complete. b) Type- II Quarters = 16 Nos. |
| 125 | Providing preconstructionalantitermite treatment as per I.S. 6313(Part-II) bytreating thetop surface ofplinth filling attherateof5litres of emulsion concentrate at 1.0percent of clorophyrifospersquare metreof surface areacoveringtenyearsguarantee on bondpaper. b) Type- II Quarters = 16 Nos. |
| 126 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. b) Type- II Quarters = 16 Nos. |
| 127 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) b) Type- II Quarters = 16 Nos. |
| 128 | Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete. b) Type- II Quarters = 16 Nos. Ground Floor |
| 129 | First Floor b) Type- II Quarters = 16 Nos. |
| 130 | Second Floor b) Type- II Quarters = 16 Nos. |
| 131 | Third Floor b) Type- II Quarters = 16 Nos. |
| 132 | Providing Second class fly ash brick masonry with conventional / I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of two bars of 6 mm diameter / two hoop iron strips 25 mm x 1.60 mm at every third course, properly bent and bounded at ends scaffolding raking out joints and watering etc. complete. b) Type- II Quarters = 16 Nos. Ground Floor |
| 133 | First Floor b) Type- II Quarters = 16 Nos. |
| 134 | Second Floor b) Type- II Quarters = 16 Nos. |
| 135 | Third Floor b) Type- II Quarters = 16 Nos. |
| 136 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapetandsillofdoorsandwindowsmouldedasperdetailed drawings or chamfered as approved by the Engineer including steel centering,formwork,coverblocks,laying/pumping,compacting, curing,finishingandrougheningthemifspecialfinishistobe provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Panmixer)etc.complete.Withfineaggregate(NaturalSand/ Crushed sand VSI Grade finely washed etc) b) Type- II Quarters = 16 Nos. Third Floor |
| 137 | Providingandfixingframewith/withoutventilatorofsizeasspecifiedwithCountrycutteak woodfor doorsand windowsincludingchamfering,rounding,rebating,ironholdfastofsize 300mmx40mmx5mmwithoilpainting,etc.complete b) Type- II Quarters = 16 Nos. Ground Floor |
| 138 | First Floor b) Type- II Quarters = 16 Nos. |
| 139 | Second Floor b) Type- II Quarters = 16 Nos. |
| 140 | Third Floor b) Type- II Quarters = 16 Nos. |
| 141 | Providingandfixingmildsteelgrillworkforwindows,ventilatorsetc.20kgSqm. asperdrawing includingfixtures,necessaryweldingand paintingwithone coatsof anticorrosivepaintand two coats ofoilpaintingcomplete. b) Type- II Quarters = 16 Nos. Ground Floor |
| 142 | First Floor b) Type- II Quarters = 16 Nos. |
| 143 | Second Floor b) Type- II Quarters = 16 Nos. |
| 144 | Third Floor b) Type- II Quarters = 16 Nos. |
| 145 | Providingandfixingchickenmeshof 22gauge,withabout30cm. width at the junction of R.C.C members andbrickwork,ofapprovedquality including fixing mesh in position by necessary drillingin concrete /B.B.masonry and or tying by binding wire etc. complete.b) Type- II Quarters = 16 Nos. |
| 146 | ProvidingandapplyingTwocoatsofwallcarePuttyonplastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. b) Type- II Quarters = 16 Nos. Ground Floor |
| 147 | First Floor b) Type- II Quarters = 16 Nos. |
| 148 | Second Floor b) Type- II Quarters = 16 Nos. |
| 149 | Third Floor b) Type- II Quarters = 16 Nos. |
| 150 | Providing internal cement plaster 12mm thick in single coat in cement mortar1:5 withoutneeru finish to concreteor bricksurfaces,in all positions including scaffolding and curing etc. complete. b) Type- II Quarters = 16 Nos. Ground Floor |
| 151 | First Floor b) Type- II Quarters = 16 Nos. |
| 152 | Second Floor b) Type- II Quarters = 16 Nos. |
| 153 | Third Floor b) Type- II Quarters = 16 Nos. |
| 154 | Providing neerufinishtoplastered surfaces inallpositions includingscaffoldingandcuringetc. complete.b) Type- II Quarters = 16 Nos. Ground Floor |
| 155 | First Floor b) Type- II Quarters = 16 Nos. |
| 156 | Second Floor b) Type- II Quarters = 16 Nos. |
| 157 | Third Floor b) Type- II Quarters = 16 Nos. |
| 158 | Providing sandfaced plaster externally incement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking outgrainsandcuring forfourteendaysscaffoldingetc.complete.b) Type- II Quarters = 16 Nos. Ground Floor |
| 159 | First Floor b) Type- II Quarters = 16 Nos. |
| 160 | Second Floor b) Type- II Quarters = 16 Nos. |
| 161 | Third Floor b) Type- II Quarters = 16 Nos. |
| 162 | Labour charges for providing groove in external plaster having width and spaced as directed by engineer incharge etc. complete.b) Type- II Quarters = 16 Nos.Ground Floor |
| 163 | First Floor b) Type- II Quarters = 16 Nos. |
| 164 | Second Floor b) Type- II Quarters = 16 Nos. |
| 165 | Third Floor b) Type- II Quarters = 16 Nos. |
| 166 | Providing patti/ band 100mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc.complete.b) Type- II Quarters = 16 Nos. Ground Floor |
| 167 | Third Floor b) Type- II Quarters = 16 Nos. |
| 168 | Providing internalcementplaster20mmthickinSinglecoatsin cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. b) Type- II Quarters = 16 Nos. Ground Floor Spec. No. : Bd.L.4 Page No. 368. |
| 169 | Providing fine cement finish 1.5mm thick over green plaster surface including scaffolding curing etc. complete. Spec. No. : As directed by Engineer in charge. b) Type- II Quarters = 16 Nos. Ground Floor |
| 170 | Providing and applying a base coat comprising of 1 Kg Polydee-MC and 1 Kg fresh cement after wetting the surface followed by drying the surface for 2 days, apply primer coat of TP-40 and after drying, applying Polydee-11 two component (mixing ratio 2 A : 1 B) ) Antibacterial food grade coating inside drinking water tank in two coats with time interval of minimum 8 hrs. covering 7 years guarantee on Court Fee Stamp Paper of Rs. 100/- etc. complete. b) Type- II Quarters = 16 Nos. Ground Floor |
| 171 | Third Floor b) Type- II Quarters = 16 Nos. |
| 172 | Providing waterproofing in W.C. and bath including brick bat coba in all position including providing and laying 12mm bedding in cement mortor 1:3 on vergin concrete slab with waterproofing compound @ 1kg/per bag of cement laying brick bat coba ofrequired thickness in cm 1:5 with waterproofing compound 1 kg/bag of cement grouting andfinishingthetoplayerwith20mmthickbrickbeddingincm mortor 1:3 with waterproofing compound 1 kg/per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years\"guaranteeonrequisitestamppaperincludingcuringetc. complete. b) Type- II Quarters = 16 Nos.Ground Floor |
| 173 | First Floor b) Type- II Quarters = 16 Nos. |
| 174 | Second Floor b) Type- II Quarters = 16 Nos. |
| 175 | Third Floor b) Type- II Quarters = 16 Nos. |
| 176 | Providing and laying vitrified matt fininsh tileshaving size 590 mm to 605mmx to 605mmof 8 to 10 mmthicknessand confirmingIS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morarincludingneatcementfloat, fillingjoints,curingandcleaningetc.complete.b) Type- II Quarters = 16 Nos. Ground Floor |
| 177 | First Floor b) Type- II Quarters = 16 Nos. |
| 178 | Second Floor b) Type- II Quarters = 16 Nos. |
| 179 | Third Floor b) Type- II Quarters = 16 Nos. |
| 180 | Providing and laying vitrified matt finish tileshaving size 590 mm to 605mmx to 605mmof 8 to 10mm thickness andconfirming IS.15622-2006 (Group Bla) of approved make, shade and pattern fordadoandskirtinginrequiredpositionfixedin1:4cementmortarincludingneatcement float,fillingjoints,curingandcleaningetc.complete. b) Type- II Quarters = 16 Nos. Ground Floor |
| 181 | First Floor b) Type- II Quarters = 16 Nos. |
| 182 | Second Floor b) Type- II Quarters = 16 Nos. |
| 183 | Third Floor b) Type- II Quarters = 16 Nos. |
| 184 | Providing andfixing machinecutmachinepolished18mm to20mm thick telephoneblack /Amba White/Catbarybrown/RBIred/OceanBrowngranitestonefortreadsandrisersofstepsand staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bedof1:4Cementmortarincludingfloatfillingjointswithneatcementslurry curingpolishingand cleaningetc. complete. b) Type- II Quarters = 16 Nos. Ground Floor. |
| 185 | First Floor b) Type- II Quarters = 16 Nos. |
| 186 | Second Floor b) Type- II Quarters = 16 Nos. |
| 187 | Third Floor b) Type- II Quarters = 16 Nos. |
| 188 | Providing and laying telephone black / AmbaWhite / Cadburybrown / Rubyred / OceanBrown granite stone of 18 to 20 mm thick for door frame / dado / window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing / moulding the sharp edges wherever necessary, curing, etc. complete. Spec. No. As directed by Engineer Engineer.b) Type- II Quarters = 16 Nos.Ground Floor |
| 189 | First Floor b) Type- II Quarters = 16 Nos. |
| 190 | Second Floor b) Type- II Quarters = 16 Nos. |
| 191 | Third Floor b) Type- II Quarters = 16 Nos. |
| 192 | Providing andlayingceramictiles havingsize30cm.x45cm. confirmingtocorresponding I.S. for dado and skirting in requiredposition with readymade adhesive mortar of approved qualityon plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc.b) Type- II Quarters = 16 Nos.Ground Floor complete. |
| 193 | First Floor b) Type- II Quarters = 16 Nos. |
| 194 | Second Floor b) Type- II Quarters = 16 Nos. |
| 195 | Third Floor b) Type- II Quarters = 16 Nos. |
| 196 | ProvidingandlayingAntiskidCeramictilesofapprovedquality ofsize30 cm x 30 cm and confirmingtoIS 15622-2006(Group-BIIA)for antiskidflooringinrequiredpositionlaidona bedof1:4cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete.b) Type- II Quarters = 16 Nos.Ground Floor |
| 197 | First Floor b) Type- II Quarters = 16 Nos. |
| 198 | Second Floor b) Type- II Quarters = 16 Nos. |
| 199 | Third Floor b) Type- II Quarters = 16 Nos. |
| 200 | Providing 25 mm to 30 mm thick partition of polished black kadappa stone slab of approved quality including giving required size and shape etc. Fixing in cement mortar 1:3 curing and cement etc. complete. a) one side polishb) Type- II Quarters = 16 Nos.Ground Floor |
| 201 | First Floor b) Type- II Quarters = 16 Nos. |
| 202 | Second Floor b) Type- II Quarters = 16 Nos. |
| 203 | Third Floor b) Type- II Quarters = 16 Nos. |
| 204 | Providing 25 mm to 30 mm thick partition of polished black kadappa stone slab of approved quality including giving required size and shape etc. Fixing in cement mortar 1:3 curing and cement etc. complete. b) Both side polishb) Type- II Quarters = 16 Nos.Ground Floor |
| 205 | First Floor b) Type- II Quarters = 16 Nos. |
| 206 | Second Floor b) Type- II Quarters = 16 Nos. |
| 207 | Third Floor b) Type- II Quarters = 16 Nos. |
| 208 | Providing and fixing heavy duty interlocking concrete Coloured paving blocks of 80mm thickness of having a strength of 300kg/ Sq.cm. of approved quality and shape on a bed of crushed sand of 25to30mmthick including skirting joints and cleaning etc. completeb) Type- II Quarters = 16 Nos.Ground Floor Spec. No. As directed by Engineer in charge |
| 209 | Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete.b) Type- II Quarters = 16 Nos.Ground Floor |
| 210 | First Floor b) Type- II Quarters = 16 Nos. |
| 211 | Second Floor b) Type- II Quarters = 16 Nos. |
| 212 | Third Floor b) Type- II Quarters = 16 Nos. |
| 213 | Providing and Fixing 30 MM thick \"\" FACTORY MADE BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER manufactured by M/S RAJSHRI equivalent consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails, M.S frame shall have a coat of metel primer of approved make and manufacture. M.S frame shall be covered with heat mouled PVC \" C \" channel made from 5 mm (+/0.25) thick prelaminated sheet of density 600 kg / cbm , of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45? angle on either side forming stiles ; and 5 mm thick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45? on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the bottom side of the \" c \" channel prelaminated paneling of 5 mm (+/0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc ,10 mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm wide cross PVC sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 nos M.S.powder coated but hinges of size 100 mm x 25MM x 2mm using 32 mm long steel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares should be fixed with 19 x 6 mm size steel screws including fixture fasting. Complete as per direction of engineer in charge.b) Type- II Quarters = 16 Nos.Ground Floor |
| 214 | First Floor b) Type- II Quarters = 16 Nos. |
| 215 | Second Floor b) Type- II Quarters = 16 Nos. |
| 216 | Third Floor b) Type- II Quarters = 16 Nos. |
| 217 | Providing and fixing in position (as per 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 kgRmt.. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 kgRmt... Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 kgRmt.. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kgRmt.. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kgRmt.. and handle and top section 40 x 18 x 1.25 mm at weight o.417 kgRmt.. As per detaileddrawingsandasdirectedbyEngineerinchargewithall necessary Aluminium sectionsfixtures and fasteningssuch as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With powder coating without box .b) Type- II Quarters = 16 Nos.Ground Floor |
| 218 | First Floor b) Type- II Quarters = 16 Nos. |
| 219 | Second Floor b) Type- II Quarters = 16 Nos. |
| 220 | Third Floor b) Type- II Quarters = 16 Nos. |
| 221 | Providing andfixing inposition powder coated aluminium louveredwindows / ventilator of varioussizeswithpowdercoatingasper detailed drawing and specificationsincludingaluminium frames 80 x 38mmx1.22mmboxtype,5mmthicksheetglasslouvers,of approved quality etc. complete.b) Type- II Quarters = 16 Nos.Ground Floor |
| 222 | First Floor b) Type- II Quarters = 16 Nos. |
| 223 | Second Floor b) Type- II Quarters = 16 Nos. |
| 224 | Third Floor b) Type- II Quarters = 16 Nos. |
| 225 | Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 mm minimumsize, crossingsof M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top runner of minimum size 40 x12 mm with roller wheels confirmingto grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of verticalchannelsbe100 mmenclosed gate position andclear space of 150mm between two setsofcrossingswithholdfasts,stoppers,spaces, handles, locking arrangement and one coat of red lead primer and oil painting etc. complete. (I.S. 105211983). complete.b) Type- II Quarters = 16 Nos.Ground Floor |
| 226 | Providingand Fixing mat finish stainlesssteel (of 302 grade ) railing with toppipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, allpipesof2mmthickincludingbuffing, fabricating fixturesandfasteningincludingpipebaseof appropriate diameterandballbaseof75mmdia above newel post of 75 mm diameteretc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use)b) Type- II Quarters = 16 Nos. |
| 227 | Providingandfixingshuttertowallcupboardmadefrom19mmthickTeakparticle boardwith approved coloured laminated face1.5 mm thick bonded with phenol formaldehyde syntheticresin B.W.P. grade includinglipping beading iron oxidisedfixturesand fasteningand oil primer coat etc. complete. (Excluding cupboard frame). Spec No.:As directed by Engineer in charge.b) Type- II Quarters = 16 Nos |
| 228 | Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Includingremovingexistingpipelineifnecessary and conveyingand stacking the same in PWD chowky or as directed etc. complete.b) Type- II Quarters = 16 Nos. |
| 229 | Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Includingremovingexistingpipelineifnecessary and conveyingand stacking the same in PWD chowky or as directed etc. complete.b) Type- II Quarters = 16 Nos. |
| 230 | Providing and fixing on walls /ceiling/ floor 40 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Includingremovingexistingpipelineifnecessary and conveyingand stacking the same in PWD chowky or as directed etc.complete.b) Type- II Quarters = 16 Nos. |
| 231 | Providingandlayingintrenches50mmdai.CPVCpipeincludingnecessaryexcavation,fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveyingand stacking the same in PWD chowky or as directed etc. complete. Spec. No. :BD.V 5 page 551 and as directed by Engineer in charge.b) Type- II Quarters = 16 Nos. SSR 2021-22 I.No.42.66P.No.360 |
| 232 | Providing and fixing screw down for 40mm dia. Wheeled stop tap of brass including necessary sockets/union nut complete.Spec No.: Bd.V.9 Page No. 555 b) Type- II Quarters = 16 Nos. |
| 233 | Providing and fixing screw down for 25mm dia. Wheeled stop tap of brass including necessary sockets/union nut complete.Spec No.: Bd.V.9 Page No. 555 b) Type- II Quarters = 16 Nos. |
| 234 | Providingand fixingOrissa Pan of size 580x445x260mm withapprovedmakeflushvalve including trap, C.I. soil and vent pipe upto outside faceofwallincluding 100mm dia.C.I.plug, bendand necessarypipe connection,etc complete.As directedby Engineerin charge. b) Type- II Quarters = 16 Nos. |
| 235 | Providing and fixingwall-hung white wash basin of size 470x575x190mm of approved make half pedestal, pillar cock, C.P.Angularstopcock,longthreadcontinentalincluding S.S.bottle trap ofhaving necessary pipe connections up to the outside face of the wall.etc complete. b) Type- II Quarters = 16 Nos. |
| 236 | Providing and fixing stainless steel sink of size 600 x 510 x 200 mm incluidng coupling, outlet pipe, elbow and other necessary fitting, finishing etc. complete. b) Type- II Quarters = 16 Nos. |
| 237 | ProvidingandFixinghalfturn25mmdiagunmetalflushingcock including all accessories etc. complete.Spec No.:As directed by Engineer in charge. b) Type- II Quarters = 16 Nos. |
| 238 | Providing and fixing C.P. 2 Way BIB cock with wall flange of approved make including necessary sockets/ union nut etc. complete as directed by Engineer in charge. b) Type- II Quarters = 16 Nos. |
| 239 | Providing and fixing C.P. BIB cock with wall flange of approvedmake including necessary sockets/ union nut etc. complete as directed by Engineer in charge. b) Type- II Quarters = 16 Nos. |
| 240 | ProvidingandfixingC.P.wallmixerwithprovisionforoverhead shower with 115mm long bend pipe and wall flange of approved make including necessary sockets/union nut etc. complete. b) Type- II Quarters = 16 Nos. |
| 241 | ProvidingandfixingShowerHead,withshowerarm ofapproved make mixer ofincluding all necessary pipe fittings and connections etc. complete as directed by Engineer in charge. b) Type- II Quarters = 16 Nos. |
| 242 | Providingandfixing sinkcockwithregularswingingspout(Wall MountedModel)withwallflangewithapproved makeincluidng othernecessaryfitting,etc.completeasdirectedbyEngineerin charge. b) Type- II Quarters = 16 Nos. |
| 243 | Providingandfixing450mmx550mmsizesuperiortypeBelgium mirror with 16mm dia. nickel platedtowelrodetc.complete.SpecNo.:AsdirectedbyEngineerincharge. b) Type- II Quarters = 16 Nos. |
| 244 | Providingandfixingchromiumplatedtowelrod16mmdiaand75cm.inlengthincludingall accessoriescomplete.Spec.No.:AsdirectedbyEngineerincharge. b) Type- II Quarters = 16 Nos. |
| 245 | Providing and fixing 15cm x 10cm salt glazed stonewaregully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap. b) Type- II Quarters = 16 Nos. |
| 246 | ProvidingandconstructingBrickMasonryInspectionChamber60cmx45cm x 90cm including 1:4:8cementconcrete foundation 1:2:4 cement concrete channels halfround G.S.W. pipes, Brick Masonry, plasteringfrom inside and with frame fixed in cement concretewith R.C.C. Cover medium duty 140 kg with frame etc complete. b) Type- II Quarters = 16 Nos. |
| 247 | ProvidingandconstructingBrickMasonryInspectionChamber90cmx45cm x 90cm including 1:4:8 cement concretefoundation1:2:4cementconcretechannelshalfroundG.S.W.pipes,Brick Masonry, plasteringfrom inside and with frame fixed in cement concretewith R.C.C. Cover medium duty 140 kg with frame etc complete.b) Type- II Quarters = 16 Nos. |
| 248 | Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete.b) Type- II Quarters = 16 Nos. SSR 2021-22I.No.42.52P.No.358 |
| 249 | Providingand fixing H.D.PcontainerSyntexor alike onepiecemoulded water tankmade outof highdensitypolythylerandbuilt corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 1000 to 20000 liters b) Type- II Quarters = 16 Nos. SSR 2021-22 I.No.42.54 P.No.358 |
| 250 | Providing and fixing 10 cm PVC nahani trap with grating etc. complete. b) Type- II Quarters = 16 Nos. SSR 2021-22 I.No.42.67P.No.360 |
| 251 | Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thicknessof 2.2to2.7mmconfirming toI.S.13592-1992 including proper rainwater receiving recess with P.V.C. plug,bend, necessary fittings, such as, offsets, shoes, inluding fixing thepipeonwall usingapprovedwoodencleatsprojecting25mmto40mmfromfaceofwallafixingwithclipsof approved quality andnumber,filing thejointusing rubbergasketwithsolventcementandproperly resting the shoe of pipes on C.C. or masonryblocks, includingnecessary scaffolding and maintenance for3yrsforanyleakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piecesocket clips shall be got approvedfrom engineer in charge etc.complete. b) Type- II Quarters = 16 Nos. SSR 2021-22 I.No.42.87 P.No.363 |
| 252 | Providing , laying & fixing ,jointing Supreme Ecodrain 160 mm SN 4 Nu Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees , coupler, etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated materialetc. complete. b) Type- II Quarters = 16 Nos. SSR 2021-22 I.No. 43.31 P.No.370 |
| 253 | Providing andfixinginposition UPVCultravioletstabilized 110mmouter diameter cowldome confirming toI.S.-4985 including makingjointswithsolventcementetc.completeb) Type- II Quarters = 16 Nos. SSR 2021-22 I.No.43.25P.369 |
| 254 | Providingsoakpitofsize120cmx120cmx120cmincluding excavating and filling with brick-bats.Spec. No. Bd.V.46, Page No. 576 b) Type- II Quarters = 16 Nos. SSR 2021-22 I.No.42.19 Page No. 353 |
| 255 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. b) Type- II Quarters = 16 Nos. Third Floor SSR 2021-22 ITEM NO. 23.01 & PAGE NO.223 |
| 256 | Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed materialismanufacturedoutofnominal0.45mmBaseMetal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium43.4%zinc1.6%silicon)withCOLORBOND(R)steel quality super durable polyester paint coat ( with inorganic pigment). Thepaintshallhaveatotalcoatingthicknessofnominal35um, comprisingofnominal25umexteriorcoatontopsurfaceand nominal 10 um reverse coat on back surface. Profile sheet shall have nom.950-1050mmeffectivecoverwidthandnominal25-30mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center-to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturersproductdetailsmarkedaregularinterval.Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hexhead,self-drillingscrewetc.complete.(weightofprofile4.52 kgSqm.) Spec. No. As directed By Engineer In Charge. b) Type- II Quarters = 16 Nos. Third Floor SSR 2021-22 ITEM NO. 38.34& PAGE NO. 302 |
| 257 | Providing and applying interior wall finish luster of Asian / Berger / Nerolac / Dulux Paints or equivalent make on internal wall surface as detailed below Scrapping the surface with emery paper and wipe clean. Applying Asian / Berger / Nerolac / Duuex Paints or equivalent wall primer with brushwith mineral turpentine with brush 8 to 10% and oil 15 to 20% with roller and allowing to dry for a period 6 to 8 hours. Applying Asian / Berger / Nerolac / Dulex Paints or equivalent Acrylic wall putty with appropriate proportion of water allowing to dry for period 4 to 6 hours. Scrapping with Emery paper 180 and wipe clean. Applying Asian / Berger / Nerolac / Dulux Paints or equivalent wall primer with brush with mineral turpentine 8 to 10% and oil 15 to 20% with roller Scrapping Emery paper 320 and wipe clean, Applying Asian / Berger / Nerolac / Dulux Paints or equivalent interior wall finish luster 1st coat with brush/rubber/spray with mineral turpentine 7 to 9% and Oil with roller 19 to 21% After 8 hours of activity Applying 2nd coat of Asian / Berger / Nerolac / Dulux Paints or equivalent interior wall finish Lustre with mineral turpentine 7 to 9 % with brush and Oil with roller 19 to 21% after allowing dry for the period of 6 to 8 hours activity.(With prior approval of S.E.) b) Type- II Quarters = 16 Nos. Ground Floor SSR 2021-22I.No. 36.20 |
| 258 | First Floor b) Type- II Quarters = 16 Nos. |
| 259 | Second Floor b) Type- II Quarters = 16 Nos. |
| 260 | Third Floor b) Type- II Quarters = 16 Nos. |
| 261 | Providing and applying 2 coats of 100% Pure acrylic low VOC and APEO & HCHO free water based paint of approved colour that belongs to class 1 flame spread resistance of approvedmake Paint should provide durable and long lasting silk finish with a high crack tolerance of upto 1mm. Paint should have an oustanding washability with high resistance to wide range of bacteria and fungus. Paint has to be applied on smooth and uniform surface prepared by an acrylic copolymer low VOC & Odour putty. This surface should be primed with water based low VOC Primer. The work activity should cover all aspects of applying paints from surface preparation as directed by Engineer in charge. b) Type- II Quarters = 16 Nos. Ground Floor SSR 2021-22 I.No.48.11 |
| 262 | First Floor b) Type- II Quarters = 16 Nos. |
| 263 | Second Floor b) Type- II Quarters = 16 Nos. |
| 264 | Third Floor b) Type- II Quarters = 16 Nos. |
| 265 | Providingandfixing 90cmx60cmGranite plate engraving 10cm.heightletter,figures including painting the lefters/figures with approved colour and shade complete b) Type- II Quarters = 16 Nos. Ground Floor SSR 2021-22 I.No.44.12 P.No.374 |
| 266 | RWH - Recharge PitProviding and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5\" dia x 25m deep borewell at the floor of recharge pit including installationof combinationof solid/perforated PVC casing pipe wrapped around with netlon mesh including 300mm thicksidefilling aroundoutsideofRCCrings(annularspace)with 40mm size boulders including filling of recharge pit up to 0.5m depth with25-75mmcleanwashedgravelsfrombottomupfollowedby 0.5m depth of10-25mmofcleanwashedstonesfollowedby0.5mofwashed river fine aggregate (natural sand/crushedsandVSIgrade finelywashedetc.) includingnetlonmeshbetweeneach gravel/fine aggregate(naturalsand/crushedsandVSI gradefinelywashedetc.) media layer including covering with RCC slab, manhole frame & cover, PVC rungs, PVC end-caps, fittings etc. including arrangement for inlet & outletpipe excavation& backfillingas shownin the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation,taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge.. b) Type- II Quarters = 16 Nos. Ground Floor SSR 2021-22 I.No.48.47 P.No.405 |
| 267 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Type - III Quarters = 4 Nos. SSR Of 2021-22ITEM NO. 21.02 & PAGE NO.197 |
| 268 | Excavation for foundation in hard murum including removing the excavatedmaterialuptodistanceof 50 metresbeyondthe building areaand stackingand spreadingas directed,dewatering,preparing thebedforthefoundation andnecessarybackfilling,ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means. Type - III Quarters = 4 Nos. SSR Of 2021-22ITEM NO. 21.06 & PAGE NO.197 |
| 269 | Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means. Type - III Quarters = 4 Nos. SSR Of 2021-22ITEM NO. 21.08 & PAGE NO.197 |
| 270 | Excavation for foundation in Hard murum and boulders includingremoving the excavated materialuptoadistance of50metres, beyondthebuildingareaandstackingandspreadingas directed,dewatering,preparingthebedforthefoundationandnecessarybackfilling,ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means. Type - III Quarters = 4 Nos. SSR Of 2021-22ITEM NO. 21.12 & PAGE NO.198 |
| 271 | Providingpreconstructional antitermitetreatmentasperI.S.6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrateof 1.0 percent ofchlorophyrifos per square meter of surface area covering10yearsguaranteeonbond paper. Type - III Quarters = 4 Nos. SSR Of 2021-22I.No.21.22P.No.199 |
| 272 | Providingand laying Cast in situ/ReadyMix cement concrete in M15 oftrap/granite/quartzite/gneiss metal for bed blocks, foundationblocksand such other itemsincludingbailingout water, Steelcentering, formwork,laying/pumping,compacting,rougheningthemifspecialfinishistobe provided, finishing uneven and honeycombed surfaceand curing etc. complete.The CementMortar 1:3plaster isconsidered for rendering uneven and honeycombedsurface only.Newlylaid concreteshallbecoveredbygunnybag,plastic,tarpaulinetc. (Wooden centering will not be allowed.), withfullyautomatic micro processor basedPLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Type - III Quarters = 4 Nos. SSR Of 2021-22ITEM NO. 24.08 & PAGE NO.227 |
| 273 | Providingand layingin situ /ReadyMix cementconcrete M-20 of trap / granite /quartzite/ gneiss metalforR.C.C.work infoundationslikeraft,stripfoundations,grillageand footingsofR.C.C. columnsandsteel stanchionsetc. including bailing out water,Steelcenteringformwork, laying/pumpingcover blocks, compaction andcuring rougheningthe surfaceif specialfinishis to be provided(Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Type - III Quarters = 4 Nos. SSR Of 2021-22ITEM NO. 25.11 & PAGE NO.230 |
| 274 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/granite/quartzite/gneiss metal for R.C.C. columns as perdetaileddesignsanddrawingorasdirectedincludingsteel centering,formwork, cover blocks, laying/pumping,compaction finishing theformed surfaces with cement mortar 1:3 of sufficientminimumthicknesstogiveasmoothandevensurfaceor roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel). with fully automatic microprocessorbased PLC with SCADAenabledreversible DrumType mixer/ concrete Batch mix plant (Pan mixer) etc. complete. Withfineaggregate(NaturalSand/Crushedsand VSI Gradefinely washedetc) Type - III Quarters = 4 Nos. Ground Floor. SSR Of 2021-22ITEM NO. 25.31 & PAGE NO.232 |
| 275 | First Floor Type - III Quarters = 4 Nos. |
| 276 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as perdetaileddesignsanddrawingsorasdirectedincluding steelcentering,formwork,coverblocks,laying / pumping,compactionandroughening thesurface if specialfinish is to be providedand curing etc.complete.(Excludingreinforcementandstructural steel).with fully automatic micro processor based PLC with SCADA enabled reversible drum Type mixer/concreteBatchmixplant(Panmixer)etc.complete. With fine aggregate (Natural Sand / CrushedsandVSI Grade finely washed etc) Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22ITEM NO. 25.50 & PAGE NO.234 |
| 277 | First Floor Type - III Quarters = 4 Nos. |
| 278 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metalforR.C.C.slabsandlandings asperdetaileddesignsanddrawingsincludingsteelcentering, formwork, coverblocks, laying/pumping, compaction finishing the formedsurfaces with cement mortar 1:3 of sufficientminimumthicknessto give a smooth and even surface or roughening ifspecialfinishistobeprovidedand curingetc. complete,(Excludingreinforcementand structuralsteel).withfullyautomatic microprocessor basedPLCwithSCADAenabledreversible DrumTypemixer/concreteBatchmixplant(Pan mixer) etc. complete. With fine aggregate (NaturalSand/ Crushed sand VSI Grade finely washed etc)Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22ITEM NO. 25.70 & PAGE NO.236 |
| 279 | First Floor Type - III Quarters = 4 Nos. |
| 280 | Providingand laying Cast in situ/ReadyMixcementconcrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compactingandrougheningthesurfaceifspecial finish is to be provided andcuringcomplete.(Excludingreinforcementandstructuralsteel).withfullyautomatic micro processorbasedPLCwithSCADA enabledreversibleDrumTypemixer/concreteBatchmixplant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22ITEM NO. 26.05 & PAGE NO.239 |
| 281 | First Floor Type - III Quarters = 4 Nos. |
| 282 | ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-20oftrap/granite/ quartzite/ gneissmetal forR.C.C. pardiofrequiredthickness including steel centering, formwork, coverblocks, laying/pumping,compacting , curing , finishing and rougheningthemif special finish is to be providedand curingcomplete.(Excludingreinforcement andstructuralsteel).with fullyautomatic microprocessorbased PLC with SCADA enabled reversibleDrum Type mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(NaturalSand/ Crushed sand VSI Grade finely washed etc) Spec. No. Bd.F.11 Page No. 304 and B.7, Page No. 38.Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22ITEM NO. 26.17 & PAGE NO.240 |
| 283 | First Floor Type - III Quarters = 4 Nos. |
| 284 | ProvidingandlayingCastinsitu/ReadyMixcementconcretein M-20oftrap/quartzite /granite /gneissmetalfor R.C.C.Waistslab,and steps of staircases as per detailed design and drawings or as directedincludingsteelcentering, formwork,steelprops,laying/pumping,compaction,finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or rougheningthe surfaceif specialfinish is to be providedand curing etc. complete. (Excludingeinforcement, includingcoverblock).(Newlylaidconcrete shall becovered bygunny bag,plastic,tarpaulinetc.) with fully automaticmicro processorbased PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.Withfineaggregate (NaturalSand/CrushedsandVSI Grade finely washed etc)Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22ITEM NO. 26.25 & PAGE NO.241 |
| 285 | First Floor Type - III Quarters = 4 Nos. |
| 286 | Providingand fixing in position TMT - FE - 500 bar reinforcementof variousdiametersforR.C.C. pile caps, footings, foundations, slabs,beamscolumns,canopies,staircase,newels,chajjas,lintels pardis,copings,fins, archesetc. as per detaileddesigns,drawingsandschedules. including cutting,bending, hookingthebars,bindingwithwiresortackweldingandsupportingasrequired complete.Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22 I.No. 26.33P.No.245 |
| 287 | First Floor Type - III Quarters = 4 Nos. |
| 288 | Providingfly ash brick masonrywith conventional/ I.S. type fly ash bricksin C.M. 1:6 in foundation andplinthincluding bailingoutwatermanually striking joints, racking out joints watering and scaffoldingetc.complete.Spec.No.AsdirectorbyengineerinchargeandBDG-2and5. Type - III Quarters = 4 Nos. SSR Of 2021-22 I.No.27.12 P.No.255 |
| 289 | Filling in plinth and floors withapprovedexcavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. Type - III Quarters = 4 Nos. SSR Of 2021-22ITEM NO. 21.36 & PAGE NO.201 |
| 290 | Filling in plinth and floors with contractorsmaterial/brought from outside and approved by Engineer inchargein layers of 15cm. to 20cm.including watering and compaction etc. complete. Type - III Quarters = 4 Nos. SSR Of 2021-22ITEM NO. 21.37 & PAGE NO.201 |
| 291 | Providing preconstructionalantitermite treatment as per I.S. 6313(Part-II) bytreating thetop surface ofplinth filling attherateof5litres of emulsion concentrate at 1.0percent of clorophyrifospersquare metreof surface areacoveringtenyearsguarantee on bondpaper. Type - III Quarters = 4 Nos. SSR Of 2021-22 I.No.21.24 P.No.199 |
| 292 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. Type - III Quarters = 4 Nos. SSR Of 2021-22ITEM NO. 21.40 & PAGE NO.201 |
| 293 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Type - III Quarters = 4 Nos. SSR Of 2021-22ITEM NO. 24.01 & PAGE NO.226 |
| 294 | Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete. Type - III Quarters = 4 Nos. SSR Of 2021-22I.No.27.13P.No.255 Ground Floor |
| 295 | First Floor Type - III Quarters = 4 Nos. |
| 296 | Providing Second class fly ash brick masonry with conventional / I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of two bars of 6 mm diameter / two hoop iron strips 25 mm x 1.60 mm at every third course, properly bent and bounded at ends scaffolding raking out joints and watering etc. complete. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22I.No.27.14P.No.255 |
| 297 | First Floor Type - III Quarters = 4 Nos. |
| 298 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapetandsillofdoorsandwindowsmouldedasperdetailed drawings or chamfered as approved by the Engineer including steel centering,formwork,coverblocks,laying/pumping,compacting, curing,finishingandrougheningthemifspecialfinishistobe provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Panmixer)etc.complete.Withfineaggregate(NaturalSand/ Crushed sand VSI Grade finely washed etc) Type - III Quarters = 4 Nos. SSR Of 2021-22ITEM NO. 26.23& PAGE NO. 241 First Floor |
| 299 | Providingandfixingframewith/withoutventilatorofsizeasspecifiedwithCountrycutteak woodfor doorsand windowsincludingchamfering,rounding,rebating,ironholdfastofsize 300mmx40mmx5mmwithoilpainting,etc.complete. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22 I.No.39.01 P.No.313 |
| 300 | First Floor |
| 301 | Providingandfixingmildsteelgrillworkforwindows,ventilatorsetc.20kgSqm. asperdrawing includingfixtures,necessaryweldingand paintingwithone coatsof anticorrosivepaintand two coats ofoilpaintingcomplete. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22 I.No.40.01,Sr.No.1278 |
| 302 | First Floor Type - III Quarters = 4 Nos. |
| 303 | Providingandfixingchickenmeshof 22gauge,withabout30cm. width at the junction of R.C.C members andbrickwork,ofapprovedquality including fixing mesh in position by necessary drillingin concrete /B.B.masonry and or tying by binding wire etc. complete. Type - III Quarters = 4 Nos. SSR Of 2021-22I.No.32.26P.No.270 |
| 304 | ProvidingandapplyingTwocoatsofwall carePuttyonplastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22 I.No.32.34 P.No.272 |
| 305 | First Floor Type - III Quarters = 4 Nos. |
| 306 | Providing internal cement plaster 12mm thick in single coat in cement mortar1:5 withoutneeru finish to concreteor bricksurfaces,in all positions including scaffolding and curing etc. complete. Type - III Quarters = 4 Nos. Ground Floor Spec. No. : Bd.L. Page No. 368. SSR Of 2021-22 I.No.32.03 P.No.268 |
| 307 | First Floor Type - III Quarters = 4 Nos. |
| 308 | Providing neerufinishtoplastered surfaces inallpositions includingscaffoldingandcuringetc. complete. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22I.No.32.15P.No.269 |
| 309 | First Floor Type - III Quarters = 4 Nos. |
| 310 | Providing sandfaced plaster externally incement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking outgrainsandcuring forfourteendaysscaffoldingetc.complete. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22I.No.32.11 P.No.269 |
| 311 | First Floor Type - III Quarters = 4 Nos. |
| 312 | Labour charges for providing groove in external plaster having width and spaced as directed by engineer incharge etc. complete.Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22 I.No.32.22 P.No.270 |
| 313 | First Floor Type - III Quarters = 4 Nos. |
| 314 | Providing patti/ band 100mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc.complete. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22 I.No.32.24P.No.270 |
| 315 | First Floor Type - III Quarters = 4 Nos. |
| 316 | Providing internalcementplaster20mmthickinSinglecoatsin cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. Spec. No. : Bd.L.4 Page No. 368. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22I.No.32.08P.No.268 |
| 317 | Providing fine cement finish 1.5mm thick over green plaster surface including scaffolding curing etc. complete. Spec. No. : As directed by Engineer in charge. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22I.No.32.21P.No.269 |
| 318 | Providing and applying a base coat comprising of 1 Kg Polydee-MC and 1 Kg fresh cement after wetting the surface followed by drying the surface for 2 days, apply primer coat of TP-40 and after drying, applying Polydee-11 two component (mixing ratio 2 A : 1 B) ) Antibacterial food grade coating inside drinking water tank in two coats with time interval of minimum 8 hrs. covering 7 years guarantee on Court Fee Stamp Paper of Rs. 100/- etc. complete. Type - III Quarters = 4 Nos. Ground Floor SSR 2021-22 I.No. 31.11 |
| 319 | First Floor Type - III Quarters = 4 Nos. |
| 320 | Providing waterproofing in W.C. and bath including brick bat coba in all position including providing and laying 12mm bedding in cement mortor 1:3 on vergin concrete slab with waterproofing compound @ 1kg/per bag of cement laying brick bat coba ofrequired thickness in cm 1:5 with waterproofing compound 1 kg/bag of cement grouting andfinishingthetoplayerwith20mmthickbrickbeddingincm mortor 1:3 with waterproofing compound 1 kg/per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years\"guaranteeonrequisitestamppaperincludingcuringetc. complete.Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22I.No.31.26P.No.267 |
| 321 | First Floor Type - III Quarters = 4 Nos. |
| 322 | Providing and laying vitrified matt fininsh tileshaving size 590 mm to 605mmx to 605mmof 8 to 10 mmthicknessand confirmingIS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morarincludingneatcementfloat, fillingjoints,curingandcleaningetc.complete.Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22 I.No.33.42P.No.279 |
| 323 | First Floor Type - III Quarters = 4 Nos. |
| 324 | Providing and laying vitrified matt finish tileshaving size 590 mm to 605mmx to 605mmof 8 to 10mm thickness andconfirming IS.15622-2006 (Group Bla) of approved make, shade and pattern fordadoandskirtinginrequiredpositionfixedin1:4cementmortarincludingneatcement float,fillingjoints,curingandcleaningetc.complete.Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22 I.No.33.43P.No.279 |
| 325 | First Floor Type - III Quarters = 4 Nos. |
| 326 | Providing andfixing machinecutmachinepolished18mm to20mm thick telephoneblack /Amba White/Catbarybrown/RBIred/OceanBrowngranitestonefortreadsandrisersofstepsand staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bedof1:4Cementmortarincludingfloatfillingjointswithneatcementslurry curingpolishingand cleaningetc. complete. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22I.No. 33.35 P.No.229 |
| 327 | First Floor Type - III Quarters = 4 Nos. |
| 328 | Providing and laying telephone black / AmbaWhite / Cadburybrown / Rubyred / OceanBrown granite stone of 18 to 20 mm thick for door frame / dado / window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing / moulding the sharp edges wherever necessary, curing, etc. complete. Spec. No. As directed by Engineer Engineer. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22I.No. 33.68 P.No.283. |
| 329 | First Floor Type - III Quarters = 4 Nos. |
| 330 | Providing andlayingceramictiles havingsize30cm.x45cm. confirmingtocorresponding I.S. for dado and skirting in requiredposition with readymade adhesive mortar of approved qualityon plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22 I.No.33.26 P.No.277 Ground Floor |
| 331 | First Floor Type - III Quarters = 4 Nos. |
| 332 | ProvidingandlayingAntiskidCeramictilesofapprovedquality ofsize30 cm x 30 cm and confirmingtoIS 15622-2006(Group-BIIA)for antiskidflooringinrequiredpositionlaidona bedof1:4cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22Item I.No.33.67 P. No. 283 |
| 333 | First Floor Type - III Quarters = 4 Nos. |
| 334 | Providing 25 mm to 30 mm thick partition of polished black kadappa stone slab of approved quality including giving required size and shape etc. Fixing in cement mortar 1:3 curing and cement etc. complete. a) one side polish Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22Item I.No.33.32 P. No. 277 |
| 335 | First Floor Type - III Quarters = 4 Nos. |
| 336 | Providing 25 mm to 30 mm thick partition of polished black kadappa stone slab of approved quality including giving required size and shape etc. Fixing in cement mortar 1:3 curing and cement etc. complete. b) Both side polish Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22Item I.No.33.33 P. No. 278 |
| 337 | First Floor Type - III Quarters = 4 Nos. |
| 338 | Providing and fixing heavy duty interlocking concrete Coloured paving blocks of 80mm thickness of having a strength of 300kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25to30mmthick including skirting joints and cleaning etc. complete Spec. No. As directed by Engineer in charge Type - III Quarters = 4 Nos. SSR Of 2021-22I.No. 33.52 P.No. 281 |
| 339 | Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22 I.No.39.48P.No. 327 |
| 340 | First Floor Type - III Quarters = 4 Nos. |
| 341 | Providing and Fixing 30 MM thick \"\" FACTORY MADE BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER manufactured by M/S RAJSHRI equivalent consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails, M.S frame shall have a coat of metel primer of approved make and manufacture. M.S frame shall be covered with heat mouled PVC \" C \" channel made from 5 mm (+/0.25) thick prelaminated sheet of density 600 kg / cbm , of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45? angle on either side forming stiles ; and 5 mm thick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45? on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the bottom side of the \" c \" channel prelaminated paneling of 5 mm (+/0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc ,10 mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm wide cross PVC sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 nos M.S.powder coated but hinges of size 100 mm x 25MM x 2mm using 32 mm long steel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares should be fixed with 19 x 6 mm size steel screws including fixture fasting. Complete as per direction of engineer in charge. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22I.No.39.47P.No.326 |
| 342 | First Floor Type - III Quarters = 4 Nos. |
| 343 | Providing and fixing in position (as per 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 kgRmt.. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 kgRmt... Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 kgRmt.. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kgRmt.. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kgRmt.. and handle and top section 40 x 18 x 1.25 mm at weight o.417 kgRmt.. As per detaileddrawingsandasdirectedbyEngineerinchargewithall necessary Aluminium sectionsfixtures and fasteningssuch as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With powder coating without box . Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22I.No.39.44P.No.324 |
| 344 | First Floor Type - III Quarters = 4 Nos. |
| 345 | Providing andfixing inposition powder coated aluminium louveredwindows / ventilator of varioussizeswithpowdercoatingasper detailed drawing and specificationsincludingaluminium frames 80 x 38mmx1.22mmboxtype,5mmthicksheetglasslouvers,of approved quality etc. complete. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22I.No.39.68 P.No.331 |
| 346 | First Floor Type - III Quarters = 4 Nos. |
| 347 | Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 mm minimumsize, crossingsof M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top runner of minimum size 40 x12 mm with roller wheels confirmingto grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of verticalchannelsbe100 mmenclosed gate position andclear space of 150mm between two setsofcrossingswithholdfasts,stoppers,spaces, handles, locking arrangement and one coat of red lead primer and oil painting etc. complete. (I.S. 105211983). complete. Type - III Quarters = 4 Nos. Ground Floor SSR Of 2021-22I.No.39.26P.No.319 |
| 348 | Providingand Fixing mat finish stainlesssteel (of 302 grade ) railing with toppipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, allpipesof2mmthickincludingbuffing, fabricating fixturesandfasteningincludingpipebaseof appropriate diameterandballbaseof75mmdia above newel post of 75 mm diameteretc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use) Type - III Quarters = 4 Nos. SSR Of 2021-22I.No.40.08P.No.339 |
| 349 | Providingandfixingshuttertowallcupboardmadefrom19mmthickTeakparticle boardwith approved coloured laminated face1.5 mm thick bonded with phenol formaldehyde syntheticresin B.W.P. grade includinglipping beading iron oxidisedfixturesand fasteningand oil primer coat etc. complete. (Excluding cupboard frame). Spec No.:As directed by Engineer in charge. Type - III Quarters = 4 Nos. SSR Of 2021-22I.No.37.21 P.295 |
| 350 | Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Includingremovingexistingpipelineifnecessary and conveyingand stacking the same in PWD chowky or as directed etc. complete. Type - III Quarters = 4 Nos. SSR Of 2021-22 I.No.42.55P.No.358 |
| 351 | Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Includingremovingexistingpipelineifnecessary and conveyingand stacking the same in PWD chowky or as directed etc. complete. Type - III Quarters = 4 Nos. SSR Of 2021-22 I.No.42.57 P.No.357 |
| 352 | Providing and fixing on walls /ceiling/ floor 40 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Includingremovingexistingpipelineifnecessary and conveyingand stacking the same in PWD chowky or as directed etc.complete. Type - III Quarters = 4 Nos. SSR Of 2021-22I.No.42.59P.No.359 |
| 353 | Providingandlayingintrenches50mmdai.CPVCpipeincludingnecessaryexcavation,fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveyingand stacking the same in PWD chowky or as directed etc. complete. Spec. No. :BD.V 5 page 551 and as directed by Engineer in charge. Type - III Quarters = 4 Nos. SSR Of 2021-22I.No.42.66P.No.360 |
| 354 | Providing and fixing screw down for 40mm dia. Wheeled stop tap of brass including necessary sockets/union nut complete.Spec No.: Bd.V.9 Page No. 555 Type - III Quarters = 4 Nos. SSR Of 2021-22I.No.41.47P. 346 |
| 355 | Providing and fixing screw down for 25mm dia. Wheeled stop tap of brass including necessary sockets/union nut complete.Spec No.: Bd.V.9 Page No. 555 Type - III Quarters = 4 Nos. SSR Of 2021-22I.No.41.45P. 346 |
| 356 | Providingand fixingOrissa Pan of size 580x445x260mm withapprovedmakeflushvalve including trap, C.I. soil and vent pipe upto outside faceofwallincluding 100mm dia.C.I.plug, bendand necessarypipe connection,etc complete.As directedby Engineerin charge. Type - III Quarters = 4 Nos. SSRof 2019-20 I.No.48.38P.No.403 |
| 357 | Providing and fixingwall-hung white wash basin of size 470x575x190mm of approved make half pedestal, pillar cock, C.P.Angularstopcock,longthreadcontinentalincluding S.S.bottle trap ofhaving necessary pipe connections up to the outside face of the wall.etc complete. Type - III Quarters = 4 Nos. SSR Of 2021-22I.No. 48.45 P.No. 404 |
| 358 | Providing and fixing stainless steel sink of size 600 x 510 x 200 mm incluidng coupling, outlet pipe, elbow and other necessary fitting, finishing etc. complete. Type - III Quarters = 4 Nos SSR 2021-22 I.No. 42.78P.No. 361 |
| 359 | ProvidingandFixinghalfturn25mmdiagunmetalflushingcock including all accessories etc. complete.Spec No.:As directed by Engineer in charge. Type - III Quarters = 4 Nos SSR Of 2021-22I.No.42.32 P.355 |
| 360 | Providing and fixing C.P. 2 Way BIB cock with wall flange of approved make including necessary sockets/ union nut etc. complete as directed by Engineer in charge. Type - III Quarters = 4 Nos SSR Of 2021-22I.No.48.27P.No. 402 |
| 361 | Providing and fixing C.P. BIB cock with wall flange of approvedmake including necessary sockets/ union nut etc. complete as directed by Engineer in charge. Type - III Quarters = 4 Nos SSR Of 2021-22I.No.48.28P.No. 402 |
| 362 | ProvidingandfixingC.P.wallmixerwithprovisionforoverhead shower with 115mm long bend pipe and wall flange of approved make including necessary sockets/union nut etc. complete. Type - III Quarters = 4 Nos SSR Of 2021-22 I.No. 42.81P.No. 361 |
| 363 | ProvidingandfixingShowerHead,withshowerarm ofapproved make mixer ofincluding all necessary pipe fittings and connections etc. complete as directed by Engineer in charge. Type - III Quarters = 4 Nos SSR Of 2021-22I.No. 48.34P.No. 403 |
| 364 | Providingandfixing sinkcockwithregularswingingspout(Wall MountedModel)withwallflangewithapproved makeincluidng othernecessaryfitting,etc.completeasdirectedbyEngineerin charge. Type - III Quarters = 4 Nos SSR Of 2021-22I.No. 48.25P. No. 402 |
| 365 | Providingandfixing450mmx550mmsizesuperiortypeBelgium mirror with 16mm dia. nickel platedtowelrodetc.complete.SpecNo.:AsdirectedbyEngineerincharge. Type - III Quarters = 4 Nos SSR Of 2021-22 I.No.42.20P.353 |
| 366 | Providingandfixingchromiumplatedtowelrod16mmdiaand75cm.inlengthincludingall accessoriescomplete.Spec.No.:AsdirectedbyEngineerincharge.Type - III Quarters = 4 Nos SSR Of 2021-22I.No.42.31P.355 |
| 367 | Providing and fixing 15cm x 10cm salt glazed stonewaregully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap.Type - III Quarters = 4 Nos SSR Of 2021-22I.No.42.02P.No.351 |
| 368 | ProvidingandconstructingBrickMasonryInspectionChamber60cmx45cm x 90cm including 1:4:8cementconcrete foundation 1:2:4 cement concrete channels halfround G.S.W. pipes, Brick Masonry, plasteringfrom inside and with frame fixed in cement concretewith R.C.C. Cover medium duty 140 kg with frame etc complete. Type - III Quarters = 4 Nos SSR Of 2021-22I.No.42.12 P.No.352 |
| 369 | ProvidingandconstructingBrickMasonryInspectionChamber90cmx45cm x 90cm including 1:4:8 cement concretefoundation1:2:4cementconcretechannelshalfroundG.S.W.pipes,Brick Masonry, plasteringfrom inside and with frame fixed in cement concretewith R.C.C. Cover medium duty 140 kg with frame etc complete. Type - III Quarters = 4 Nos SSR Of 2021-22 I.No.42.13 P. No. 352 |
| 370 | Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete.Type - III Quarters = 4 Nos SSR Of 2021-22 I.No.42.52P.No.358 |
| 371 | Providingand fixing H.D.PcontainerSyntexor alike onepiecemoulded water tankmade outof highdensitypolythylerandbuilt corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 1000 to 20000 liters Type - III Quarters = 4 Nos SSR Of 2021-22I.No.42.54 P.No.358 |
| 372 | Providing and fixing 10 cm PVC nahani trap with grating etc. complete. Type - III Quarters = 4 Nos SSR Of 2021-22I.No.42.67P.No.360 |
| 373 | Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thicknessof 2.2to2.7mmconfirming toI.S.13592-1992 including proper rainwater receiving recess with P.V.C. plug,bend, necessary fittings, such as, offsets, shoes, inluding fixing thepipeonwall usingapprovedwoodencleatsprojecting25mmto40mmfromfaceofwallafixingwithclipsof approved quality andnumber,filing thejointusing rubbergasketwithsolventcementandproperly resting the shoe of pipes on C.C. or masonryblocks, includingnecessary scaffolding and maintenance for3yrsforanyleakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piecesocket clips shall be got approvedfrom engineer in charge etc.complete. Type - III Quarters = 4 Nos SSR Of 2021-22I.No.42.87 P.No.363 |
| 374 | Providing , laying & fixing ,jointing Supreme Ecodrain 160 mm SN 4 Nu Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees , coupler, etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated materialetc. complete.Type - III Quarters = 4 Nos SSR 2021-22I.No. 43.31 P.No.370 |
| 375 | Providing andfixinginposition UPVCultravioletstabilized 110mmouter diameter cowldome confirming toI.S.-4985 including makingjointswithsolventcementetc.complete Type - III Quarters = 4 Nos SSR Of 2021-22I.No.43.25P.369 |
| 376 | Providingsoakpitofsize120cmx120cmx120cmincluding excavating and filling with brick-bats.Spec. No. Bd.V.46, Page No. 576Type - III Quarters = 4 Nos SSR Of 2021-22I.No.42.19 Page No. 353 |
| 377 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.Type - III Quarters = 4 Nos SSR Of 2021-22ITEM NO. 23.01 & PAGE NO.223 First Floor |
| 378 | Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed materialismanufacturedoutofnominal0.45mmBaseMetal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium43.4%zinc1.6%silicon)withCOLORBOND(R)steel quality super durable polyester paint coat ( with inorganic pigment). Thepaintshallhaveatotalcoatingthicknessofnominal35um, comprisingofnominal25umexteriorcoatontopsurfaceand nominal 10 um reverse coat on back surface. Profile sheet shall have nom.950-1050mmeffectivecoverwidthandnominal25-30mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center-to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturersproductdetailsmarkedaregularinterval.Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hexhead,self-drillingscrewetc.complete.(weightofprofile4.52 kgSqm.) Spec. No. As directed By Engineer In Charge. Type - III Quarters = 4 Nos First Floor SSR Of 2021-22ITEM NO. 38.34& PAGE NO. 302 |
| 379 | Providing and applying interior wall finish luster of Asian / Berger / Nerolac / Dulux Paints or equivalent make on internal wall surface as detailed below Scrapping the surface with emery paper and wipe clean. Applying Asian / Berger / Nerolac / Duuex Paints or equivalent wall primer with brushwith mineral turpentine with brush 8 to 10% and oil 15 to 20% with roller and allowing to dry for a period 6 to 8 hours. Applying Asian / Berger / Nerolac / Dulex Paints or equivalent Acrylic wall putty with appropriate proportion of water allowing to dry for period 4 to 6 hours. Scrapping with Emery paper 180 and wipe clean. Applying Asian / Berger / Nerolac / Dulux Paints or equivalent wall primer with brush with mineral turpentine 8 to 10% and oil 15 to 20% with roller Scrapping Emery paper 320 and wipe clean, Applying Asian / Berger / Nerolac / Dulux Paints or equivalent interior wall finish luster 1st coat with brush/rubber/spray with mineral turpentine 7 to 9% and Oil with roller 19 to 21% After 8 hours of activity Applying 2nd coat of Asian / Berger / Nerolac / Dulux Paints or equivalent interior wall finish Lustre with mineral turpentine 7 to 9 % with brush and Oil with roller 19 to 21% after allowing dry for the period of 6 to 8 hours activity.(With prior approval of S.E.)Type - III Quarters = 4 Nos Ground Floor SSR 2021-22I.No. 36.20 |
| 380 | First Floor |
| 381 | Providing and applying 2 coats of 100% Pure acrylic low VOC and APEO & HCHO free water based paint of approved colour that belongs to class 1 flame spread resistance of approvedmake Paint should provide durable and long lasting silk finish with a high crack tolerance of upto 1mm. Paint should have an oustanding washability with high resistance to wide range of bacteria and fungus. Paint has to be applied on smooth and uniform surface prepared by an acrylic copolymer low VOC & Odour putty. This surface should be primed with water based low VOC Primer. The work activity should cover all aspects of applying paints from surface preparation as directed by Engineer in charge.Type - III Quarters = 4 Nos Ground Floor SSR 2021-22 I.No.48.11 |
| 382 | First Floor Type - III Quarters = 4 Nos. |
| 383 | Providingandfixing 90cmx60cmGranite plate engraving 10cm.heightletter,figures including painting the lefters/figures with approved colour and shade complete Type - III Quarters = 4 Nos.SSR Of 2021-22I.No.44.12 P.No.374 |
| 384 | RWH - Recharge PitProviding and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5\" dia x 25m deep borewell at the floor of recharge pit including installationof combinationof solid/perforated PVC casing pipe wrapped around with netlon mesh including 300mm thicksidefilling aroundoutsideofRCCrings(annularspace)with 40mm size boulders including filling of recharge pit up to 0.5m depth with25-75mmcleanwashedgravelsfrombottomupfollowedby 0.5m depth of10-25mmofcleanwashedstonesfollowedby0.5mofwashed river fine aggregate (natural sand/crushedsandVSIgrade finelywashedetc.) includingnetlonmeshbetweeneach gravel/fine aggregate(naturalsand/crushedsandVSI gradefinelywashedetc.) media layer including covering with RCC slab, manhole frame & cover, PVC rungs, PVC end-caps, fittings etc. including arrangement for inlet & outletpipe excavation& backfillingas shownin the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation,taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge. Type - III Quarters = 4 Nos. SSR Of 2021-22I.No.48.47 P.No.405 |
| 385 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Type- IV Quarter 2 Nos. SSR Of 2021-22 ITEM NO. 21.02 & PAGE NO.197 |
| 386 | Excavation for foundation in hard murum including removing the excavatedmaterialuptodistanceof 50 metresbeyondthe building areaand stackingand spreadingas directed,dewatering,preparing thebedforthefoundation andnecessarybackfilling,ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means Type- IV Quarter 2 Nos. SSR Of 2021-22 ITEM NO. 21.06 & PAGE NO.197 |
| 387 | Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means Type- IV Quarter 2 Nos. SSR Of 2021-22 ITEM NO. 21.08 & PAGE NO.197 |
| 388 | Excavation for foundation in Hard murum and boulders includingremoving the excavated materialuptoadistance of50metres, beyondthebuildingareaandstackingandspreadingas directed,dewatering,preparingthebedforthefoundationandnecessarybackfilling,ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means. Type- IV Quarter 2 Nos. SSR Of 2021-22 ITEM NO. 21.12 & PAGE NO.198 |
| 389 | Providingpreconstructional antitermitetreatmentasperI.S.6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrateof 1.0 percent ofchlorophyrifos per square meter of surface area covering10yearsguaranteeonbond paper. Type- IV Quarter 2 Nos. SSR Of 2021-22 I.No.21.22P.No.199 |
| 390 | Providingand laying Cast in situ/ReadyMix cement concrete in M15 oftrap/granite/quartzite/gneiss metal for bed blocks, foundationblocksand such other itemsincludingbailingout water, Steelcentering, formwork,laying/pumping,compacting,rougheningthemifspecialfinishistobe provided, finishing uneven and honeycombed surfaceand curing etc. complete.The CementMortar 1:3plaster isconsidered for rendering uneven and honeycombedsurface only.Newlylaid concreteshallbecoveredbygunnybag,plastic,tarpaulinetc. (Wooden centering will not be allowed.), withfullyautomatic micro processor basedPLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Type- IV Quarter 2 Nos. SSR Of 2021-22 ITEM NO. 24.08 & PAGE NO.227 |
| 391 | Providingand layingin situ /ReadyMix cementconcrete M-20 of trap / granite /quartzite/ gneiss metalforR.C.C.work infoundationslikeraft,stripfoundations,grillageand footingsofR.C.C. columnsandsteel stanchionsetc. including bailing out water,Steelcenteringformwork, laying/pumpingcover blocks, compaction andcuring rougheningthe surfaceif specialfinishis to be provided(Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Type- IV Quarter 2 Nos. SSR Of 2021-22 ITEM NO. 25.11 & PAGE NO.230 |
| 392 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/granite/quartzite/gneiss metal for R.C.C. columns as perdetaileddesignsanddrawingorasdirectedincludingsteel centering,formwork, cover blocks, laying/pumping,compaction finishing theformed surfaces with cement mortar 1:3 of sufficientminimumthicknesstogiveasmoothandevensurfaceor rougheningif special finish is to be provided and curing etc. complete,(Excluding reinforcement andstructuralsteel).withfullyautomatic microprocessorbased PLC with SCADAenabledreversible DrumType mixer/ concrete Batch mix plant (Pan mixer) etc. complete. Withfineaggregate(NaturalSand/Crushedsand VSI Gradefinely washedetc) Type- IV Quarter 2 Nos. Ground Floor SSR Of 2021-22 ITEM NO. 25.31 & PAGE NO.232 |
| 393 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as perdetaileddesignsanddrawingsorasdirectedincluding steelcentering,formwork,coverblocks,laying / pumping,compactionandroughening thesurface if specialfinish is to be providedand curing etc.complete.(Excludingreinforcementandstructural steel).with fully automatic micro processor based PLC with SCADA enabled reversible drum Type mixer/concreteBatchmixplant(Panmixer)etc.complete. With fine aggregate (Natural Sand / CrushedsandVSI Grade finely washed etc) Type- IV Quarter 2 Nos.Ground Floor SSR Of 2021-22 ITEM NO. 25.50 & PAGE NO.234 |
| 394 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metalforR.C.C.slabsandlandings asperdetaileddesignsanddrawingsincludingsteelcentering, formwork, coverblocks, laying/pumping,compaction finishing the formedsurfaces with cement mortar 1:3 of sufficientminimumthicknessto give a smooth and even surface or roughening ifspecialfinishistobeprovidedand curingetc. complete, (Excludingreinforcement and structuralsteel). withfullyautomatic microprocessor basedPLCwithSCADAenabledreversible DrumTypemixer/concreteBatchmixplant(Pan mixer) etc. complete. With fine aggregate (NaturalSand/ Crushed sand VSI Grade finely washed etc) Type- IV Quarter 2 Nos.Ground Floor SSR Of 2021-22 ITEM NO. 25.70 & PAGE NO.236 |
| 395 | Providingand laying Cast in situ/ReadyMixcementconcrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compactingandrougheningthesurfaceifspecial finish is to be provided andcuringcomplete.(Excludingreinforcementandstructuralsteel).withfullyautomatic micro processorbasedPLCwithSCADA enabledreversibleDrumTypemixer/concreteBatchmixplant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Type- IV Quarter 2 Nos. Ground Floor SSR Of 2021-22 ITEM NO. 26.05 & PAGE NO.239 |
| 396 | ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-20oftrap/granite/ quartzite/ gneissmetal forR.C.C. pardiofrequiredthickness including steel centering, formwork, coverblocks, laying /pumping,compacting , curing , finishing and rougheningthemif special finish is to be providedandcuringcomplete. (Excludingreinforcement and structural steel). with fully automaticmicroprocessor based PLC with SCADA enabled reversibleDrum Type mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(NaturalSand/ Crushed sand VSI Grade finely washed etc) Spec. No. Bd.F.11 Page No. 304 and B.7, Page No. 38. Type- IV Quarter 2 Nos. Ground Floor SSR Of 2021-22 ITEM NO. 26.17 & PAGE NO.240 |
| 397 | ProvidingandlayingCastinsitu/ReadyMixcementconcretein M-20oftrap/quartzite /granite /gneissmetalfor R.C.C.Waistslab,and steps of staircases as per detailed design and drawings or as directedincludingsteelcentering, formwork,steelprops,laying/pumping,compaction,finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or rougheningthe surfaceif specialfinish is to be providedand curing etc. complete. (Excludingeinforcement, includingcoverblock).(Newlylaidconcrete shall becovered bygunny bag,plastic,tarpaulinetc.) with fully automaticmicro processorbased PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.Withfineaggregate (NaturalSand/CrushedsandVSI Grade finely washed etc) Type- IV Quarter 2 Nos. Ground Floor SSR Of 2021-22 ITEM NO. 26.25 & PAGE NO.241 |
| 398 | Providingand fixing in position TMT - FE - 500 bar reinforcementof variousdiametersforR.C.C. pile caps, footings, foundations, slabs,beamscolumns,canopies,staircase,newels,chajjas,lintels pardis,copings,fins, archesetc. as per detaileddesigns,drawingsandschedules. including cutting,bending, hookingthebars,bindingwithwiresortackweldingandsupportingasrequired complete. Type- IV Quarter 2 Nos. SSR Of 2021-22I.No. 26.33P.No.245 Ground Floor |
| 399 | Providingfly ash brick masonrywith conventional/ I.S. type fly ash bricksin C.M. 1:6 in foundation andplinthincluding bailingoutwatermanually striking joints, racking out joints watering and scaffoldingetc.complete.Spec.No.AsdirectorbyengineerinchargeandBDG-2and5. Type- IV Quarter 2 Nos. SSR Of 2021-22I.No.27.12 P.No.255 |
| 400 | Filling in plinth and floors withapprovedexcavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. Type- IV Quarter 2 Nos. SSR Of 2021-22 ITEM NO. 21.36 & PAGE NO.201 |
| 401 | Filling in plinth and floors with contractorsmaterial/brought from outside and approved by Engineer inchargein layers of 15cm. to 20cm.including watering and compaction etc. complete. Type- IV Quarter 2 Nos. SSR Of 2021-22 ITEM NO. 21.37 & PAGE NO.201 |
| 402 | Providing preconstructionalantitermite treatment as per I.S. 6313(Part-II) bytreating thetop surface ofplinth filling attherateof5litres of emulsion concentrate at 1.0percent of clorophyrifospersquare metreof surface areacoveringtenyearsguarantee on bondpaper. Type- IV Quarter 2 Nos.SSR Of 2021-22I.No.21.24 P.No.199 |
| 403 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. Type- IV Quarter 2 Nos.SSR Of 2021-22 ITEM NO. 21.40 & PAGE NO.201 |
| 404 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Type- IV Quarter 2 Nos.SSR Of 2021-22 ITEM NO. 24.01 & PAGE NO.226 |
| 405 | Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete. Type- IV Quarter 2 Nos.Ground Floor SSR Of 2021-22 I.No.27.13P.No.255 |
| 406 | Providing Second class fly ash brick masonry with conventional / I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of two bars of 6 mm diameter / two hoop iron strips 25 mm x 1.60 mm at every third course, properly bent and bounded at ends scaffolding raking out joints and watering etc. complete. Type- IV Quarter 2 Nos.SSR Of 2021-22 I.No.27.14P.No.255 Ground Floor |
| 407 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapetandsillofdoorsandwindowsmouldedasperdetailed drawings or chamfered as approved by the Engineer including steel centering,formwork,coverblocks,laying/pumping,compacting, curing,finishingandrougheningthemifspecialfinishistobe provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Panmixer)etc.complete.Withfineaggregate(NaturalSand/ Crushed sand VSI Grade finely washed etc) Type- IV Quarter 2 Nos Ground FloorSSR Of 2021-22 ITEM NO. 26.23& PAGE NO. 241 |
| 408 | Providingandfixingframewith/withoutventilatorofsizeasspecifiedwith Country cut teak wood for doors and windowsincludingchamfering,rounding,rebating,ironholdfastofsize 300mmx40mmx5mmwithoilpainting,etc.complete. Type- IV Quarter 2 Nos Ground Floor SSR Of 2021-22I.No.39.01 P.No.313 |
| 409 | Providingandfixingmildsteelgrillworkforwindows,ventilatorsetc.20kgSqm. asperdrawing includingfixtures,necessaryweldingand paintingwithone coatsof anticorrosivepaintand two coats ofoilpaintingcomplete.Type- IV Quarter 2 Nos Ground Floor SSR Of 2021-22I.No.40.01,Sr.No.1278 |
| 410 | Providingandfixingchickenmeshof 22gauge,withabout30cm. width at the junction of R.C.C members andbrickwork,ofapprovedquality including fixing mesh in position by necessary drillingin concrete /B.B.masonry and or tying by binding wire etc. complete. Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.32.26P.No.270 |
| 411 | ProvidingandapplyingTwocoatsofwallcarePuttyonplastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. Type- IV Quarter 2 Nos Ground Floor SSR Of 2021-22I.No.32.34 P.No.272 |
| 412 | Providing internal cement plaster 12mm thick in single coat in cement mortar1:5 withoutneeru finish to concreteor bricksurfaces,in all positions including scaffolding and curing etc. complete. Type- IV Quarter 2 Nos Ground Floor Spec. No. : Bd.L. Page No. 368. SSR Of 2021-22I.No.32.03 P.No.268 |
| 413 | Providing neerufinishtoplastered surfaces inallpositions includingscaffoldingandcuringetc. complete. Type- IV Quarter 2 NosGround Floor SSR Of 2021-22 I.No.32.15P.No.269 |
| 414 | Providing sandfaced plaster externally incement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking outgrainsandcuring forfourteendaysscaffoldingetc.complete.Type- IV Quarter 2 Nos Ground Floor SSR Of 2021-22 I.No.32.11 P.No.269 |
| 415 | Labour charges for providing groove in external plaster having width and spaced as directed by engineer incharge etc. complete. Type- IV Quarter 2 Nos Ground Floor SSR Of 2021-22I.No.32.22 P.No.270 |
| 416 | Providing patti/ band 100mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc.complete. Type- IV Quarter 2 Nos Ground Floor SSR Of 2021-22I.No.32.24P.No.270 |
| 417 | Providing internalcementplaster20mmthickinSinglecoatsin cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. Type- IV Quarter 2 Nos. Ground Floor Spec. No. : Bd.L.4 Page No. 368. SSR Of 2021-22 I.No.32.08P.No.268 |
| 418 | Providing fine cement finish 1.5mm thick over green plaster surface including scaffolding curing etc. complete. Spec. No. : As directed by Engineer in charge. Type- IV Quarter 2 Nos Ground Floor SSR Of 2021-22 I.No.32.21P.No.269 |
| 419 | Providing and applying a base coat comprising of 1 Kg Polydee-MC and 1 Kg fresh cement after wetting the surface followed by drying the surface for 2 days, apply primer coat of TP-40 and after drying, applying Polydee-11 two component (mixing ratio 2 A : 1 B) ) Antibacterial food grade coating inside drinking water tank in two coats with time interval of minimum 8 hrs. covering 7 years guarantee on Court Fee Stamp Paper of Rs. 100/- etc. complete. Type- IV Quarter 2 Nos Ground Floor SSR 2021-22 I.No. 31.11 |
| 420 | Providing waterproofing in W.C. and bath including brick bat coba in all position including providing and laying 12mm bedding in cement mortor 1:3 on vergin concrete slab with waterproofing compound @ 1kg/per bag of cement laying brick bat coba ofrequired thickness in cm 1:5 with waterproofing compound 1 kg/bag of cement grouting andfinishingthetoplayerwith20mmthickbrickbeddingincm mortor 1:3 with waterproofing compound 1 kg/per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years\"guaranteeonrequisitestamppaperincludingcuringetc. complete.Type- IV Quarter 2 Nos Ground Floor SSR Of 2021-22 I.No.31.26P.No.267 |
| 421 | Providing and laying vitrified matt fininsh tileshaving size 590 mm to 605mmx to 605mmof 8 to 10 mmthicknessand confirmingIS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morarincludingneatcementfloat, fillingjoints,curingandcleaningetc.complete.Type- IV Quarter 2 Nos Ground Floor SSR Of 2021-22I.No.33.42P.No.279 |
| 422 | Providing and laying vitrified matt finish tileshaving size 590 mm to 605mmx to 605mmof 8 to 10mm thickness andconfirming IS.15622-2006 (Group Bla) of approved make, shade and pattern fordadoandskirtinginrequiredpositionfixedin1:4cementmortarincludingneatcement float,fillingjoints,curingandcleaningetc.complete.Type- IV Quarter 2 Nos Ground Floor SSR Of 2021-22I.No.33.43P.No.279 |
| 423 | Providing andfixing machinecutmachinepolished18mm to20mm thick telephoneblack /Amba White/Catbarybrown/RBIred/OceanBrowngranitestonefortreadsandrisersofstepsand staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bedof1:4Cementmortarincludingfloatfillingjointswithneatcementslurry curingpolishingand cleaningetc. complete. Type- IV Quarter 2 Nos Ground Floor SSR Of 2021-22 I.No. 33.35 P.No.229 |
| 424 | Providing and laying telephone black / AmbaWhite / Cadburybrown / Rubyred / OceanBrown granite stone of 18 to 20 mm thick for door frame / dado / window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing / moulding the sharp edges wherever necessary, curing, etc. complete. Type- IV Quarter 2 Nos Ground Floor Spec. No. As directed by Engineer Engineer. SSR Of 2021-22 I.No. 33.68 P.No.283. |
| 425 | Providing andlayingceramictiles havingsize30cm.x45cm. confirmingtocorresponding I.S. for dado and skirting in requiredposition with readymade adhesive mortar of approved qualityon plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. Type- IV Quarter 2 NosGround Floor SSR Of 2021-22I.No.33.26 P.No.277 |
| 426 | ProvidingandlayingAntiskidCeramictilesofapprovedquality ofsize30 cm x 30 cm and confirmingtoIS 15622-2006(Group-BIIA)for antiskidflooringinrequiredpositionlaidona bedof1:4cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete. Type- IV Quarter 2 NosGround Floor SSR Of 2021-22 Item I.No.33.67 P. No. 283 |
| 427 | Providing 25 mm to 30 mm thick partition of polished black kadappa stone slab of approved quality including giving required size and shape etc. Fixing in cement mortar 1:3 curing and cement etc. complete. a) one side polishType- IV Quarter 2 NosGround Floor SSR Of 2021-22 Item I.No.33.32 P. No. 277 |
| 428 | Providing 25 mm to 30 mm thick partition of polished black kadappa stone slab of approved quality including giving required size and shape etc. Fixing in cement mortar 1:3 curing and cement etc. complete. b) Both side polishType- IV Quarter 2 NosGround Floor SSR Of 2021-22 Item I.No.33.33 P. No. 278 |
| 429 | Providing and fixing heavy duty interlocking concrete Coloured paving blocks of 80mm thickness of having a strength of 300kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25to30mmthick including skirting joints and cleaning etc. complete Spec. No. As directed by Engineer in charge Type- IV Quarter 2 NosGround Floor SSR Of 2021-22 I.No. 33.52 P.No. 281 |
| 430 | Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. Type- IV Quarter 2 NosGround Floor SSR Of 2021-22I.No.39.48P.No. 327 |
| 431 | Providing and Fixing 30 MM thick \"\" FACTORY MADE BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER manufactured by M/S RAJSHRI equivalent consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails, M.S frame shall have a coat of metel primer of approved make and manufacture. M.S frame shall be covered with heat mouled PVC \" C \" channel made from 5 mm (+/0.25) thick prelaminated sheet of density 600 kg / cbm , of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45? angle on either side forming stiles ; and 5 mm thick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45? on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the bottom side of the \" c \" channel prelaminated paneling of 5 mm (+/0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc ,10 mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm wide cross PVC sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 nos M.S.powder coated but hinges of size 100 mm x 25MM x 2mm using 32 mm long steel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares should be fixed with 19 x 6 mm size steel screws including fixture fasting. Complete as per direction of engineer in charge.Type- IV Quarter 2 NosGround FloorSSR Of 2021-22 I.No.39.47P.No.326 |
| 432 | Providing and fixing in position (as per 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 kgRmt.. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 kgRmt... Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 kgRmt.. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kgRmt.. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kgRmt.. and handle and top section 40 x 18 x 1.25 mm at weight o.417 kgRmt.. As per detaileddrawingsandasdirectedbyEngineerinchargewithall necessary Aluminium sectionsfixtures and fasteningssuch as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With powder coating without box Type- IV Quarter 2 Nos Ground Floor SSR Of 2021-22 I.No.39.44P.No.324 |
| 433 | Providing andfixing inposition powder coated aluminium louveredwindows / ventilator of varioussizeswithpowdercoatingasper detailed drawing and specificationsincludingaluminium frames 80 x 38mmx1.22mmboxtype,5mmthicksheetglasslouvers,of approved quality etc. complete.Type- IV Quarter 2 NosGround FloorSSR Of 2021-22 I.No.39.68 P.No.331 |
| 434 | Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 mm minimumsize, crossingsof M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top runner of minimum size 40 x12 mm with roller wheels confirmingto grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of verticalchannelsbe100 mmenclosed gate position andclear space of 150mm between two setsofcrossingswithholdfasts,stoppers,spaces, handles, locking arrangement and one coat of red lead primer and oil painting etc. complete. (I.S. 105211983). complete.Type- IV Quarter 2 NosGround FloorSSR Of 2021-22 I.No.39.26P.No.319 |
| 435 | Providingand Fixing mat finish stainlesssteel (of 302 grade ) railing with toppipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, allpipesof2mmthickincludingbuffing, fabricating fixturesandfasteningincludingpipebaseof appropriate diameterandballbaseof75mmdia above newel post of 75 mm diameteretc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use) Type- IV Quarter 2 NosSSR Of 2021-22 I.No.40.08P.No.339 |
| 436 | Providingandfixingshuttertowallcupboardmadefrom19mmthickTeakparticle boardwith approved coloured laminated face1.5 mm thick bonded with phenol formaldehyde syntheticresin B.W.P. grade includinglipping beading iron oxidisedfixturesand fasteningand oil primer coat etc. complete. (Excluding cupboard frame). Spec No.:As directed by Engineer in charge.Type- IV Quarter 2 NosSSR Of 2021-22 I.No.37.21 P.295 |
| 437 | Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Includingremovingexistingpipelineifnecessary and conveyingand stacking the same in PWD chowky or as directed etc. complete.Type- IV Quarter 2 Nos SSR Of 2021-22I.No.42.55P.No.358 |
| 438 | Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Includingremovingexistingpipelineifnecessary and conveyingand stacking the same in PWD chowky or as directed etc. complete.Type- IV Quarter 2 Nos SSR Of 2021-22I.No.42.57 P.No.357 |
| 439 | Providing and fixing on walls /ceiling/ floor 40 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Includingremovingexistingpipelineifnecessary and conveyingand stacking the same in PWD chowky or as directed etc.complete.Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.42.59P.No.359 |
| 440 | Providingandlayingintrenches50mmdai.CPVCpipeincludingnecessaryexcavation,fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveyingand stacking the same in PWD chowky or as directed etc. complete. Spec. No. :BD.V 5 page 551 and as directed by Engineer in charge.Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.42.66P.No.360 |
| 441 | Providing and fixing screw down for 40mm dia. Wheeled stop tap of brass including necessary sockets/union nut complete.Spec No.: Bd.V.9 Page No. 555Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.41.47P. 346 |
| 442 | Providing and fixing screw down for 25mm dia. Wheeled stop tap of brass including necessary sockets/union nut complete.Spec No.: Bd.V.9 Page No. 555Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.41.45P. 346 |
| 443 | Providingand fixingOrissa Pan of size 580x445x260mm withapprovedmakeflushvalve including trap, C.I. soil and vent pipe upto outside faceofwallincluding 100mm dia.C.I.plug, bendand necessarypipe connection,etc complete.As directedby Engineerin charge.Type- IV Quarter 2 Nos SSRof 2019-20 I.No.48.38P.No.403 |
| 444 | Providing and fixing white european type wall-hung, of size 360mm x 360mm x 575mm with flush valve of approvedmakeincluding soil pipe, vent pipe upto outside face of wall, 100mm dia C.I. plug bend inletpipeallfittings,cutting&makinggoodwalls,floorsetcas directed by Engineer in charge.Type- IV Quarter 2 Nos SSRof 2019-20 I.No.48.30P.No.402 |
| 445 | Providing and fixingwall-hung white wash basin of size 470x575x190mm of approved make half pedestal, pillar cock, C.P.Angularstopcock,longthreadcontinentalincluding S.S.bottle trap ofhaving necessary pipe connections up to the outside face of the wall.etc complete.Type- IV Quarter 2 Nos SSR Of 2021-22 I.No. 48.45 P.No. 404 |
| 446 | Providing and fixing stainless steel sink of size 600 x 510 x 200 mm incluidng coupling, outlet pipe, elbow and other necessary fitting, finishing etc. complete. Type- IV Quarter 2 Nos SSR 2021-22I.No. 42.78P.No. 361 |
| 447 | ProvidingandFixinghalfturn25mmdiagunmetalflushingcock including all accessories etc. complete.Spec No.:As directed by Engineer in charge. Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.42.32 P.355 |
| 448 | Providing and fixing C.P. 2 Way BIB cock with wall flange of approved make including necessary sockets/ union nut etc. complete as directed by Engineer in charge. Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.48.27P.No. 402 |
| 449 | Providing and fixing C.P. BIB cock with wall flange of approvedmake including necessary sockets/ union nut etc. complete as directed by Engineer in charge. Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.48.28P.No. 402 |
| 450 | ProvidingandfixingC.P.wallmixerwithprovisionforoverhead shower with 115mm long bend pipe and wall flange of approved make including necessary sockets/union nut etc. complete. Type- IV Quarter 2 Nos SSR Of 2021-22I.No. 42.81P.No. 361 |
| 451 | ProvidingandfixingShowerHead,withshowerarm ofapproved make mixer ofincluding all necessary pipe fittings and connections etc. complete as directed by Engineer in charge. Type- IV Quarter 2 Nos SSR Of 2021-22 I.No. 48.34P.No. 403 |
| 452 | Providingandfixing sinkcockwithregularswingingspout(Wall MountedModel)withwallflangewithapproved makeincluidng othernecessaryfitting,etc.completeasdirectedbyEngineerin charge. Type- IV Quarter 2 Nos SSR Of 2021-22 I.No. 48.25P. No. 402 |
| 453 | Providingandfixing450mmx550mmsizesuperiortypeBelgium mirror with 16mm dia. nickel platedtowelrodetc.complete.SpecNo.:AsdirectedbyEngineerincharge. Type- IV Quarter 2 Nos SSR Of 2021-22I.No.42.20P.353 |
| 454 | Providingandfixingchromiumplatedtowelrod16mmdiaand75cm.inlengthincludingall accessoriescomplete.Spec.No.:AsdirectedbyEngineerincharge.Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.42.31P.355 |
| 455 | Providing and fixing 15cm x 10cm salt glazed stonewaregully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap.Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.42.02P.No.351 |
| 456 | ProvidingandconstructingBrickMasonryInspectionChamber60cmx45cm x 90cm including 1:4:8cementconcrete foundation 1:2:4 cement concrete channels halfround G.S.W. pipes, Brick Masonry, plasteringfrom inside and with frame fixed in cement concretewith R.C.C. Cover medium duty 140 kg with frame etc complete. Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.42.12 P.No.352 |
| 457 | ProvidingandconstructingBrickMasonryInspectionChamber90cmx45cm x 90cm including 1:4:8 cement concretefoundation1:2:4cementconcretechannelshalfroundG.S.W.pipes,Brick Masonry, plasteringfrom inside and with frame fixed in cement concretewith R.C.C. Cover medium duty 140 kg with frame etc complete. Type- IV Quarter 2 Nos SSR Of 2021-22I.No.42.13 P. No. 352 |
| 458 | Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete.Type- IV Quarter 2 Nos SSR Of 2021-22I.No.42.52P.No.358 |
| 459 | Providingand fixing H.D.PcontainerSyntexor alike onepiecemoulded water tankmade outof highdensitypolythylerandbuilt corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 1000 to 20000 liters Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.42.54 P.No.358 |
| 460 | Providing and fixing 10 cm PVC nahani trap with grating etc. complete. Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.42.67P.No.360 |
| 461 | Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thicknessof 2.2to2.7mmconfirming toI.S.13592-1992 including proper rainwater receiving recess with P.V.C. plug,bend, necessary fittings, such as, offsets, shoes, inluding fixing thepipeonwall usingapprovedwoodencleatsprojecting25mmto40mmfromfaceofwallafixingwithclipsof approved quality andnumber,filing thejointusing rubbergasketwithsolventcementandproperly resting the shoe of pipes on C.C. or masonryblocks, includingnecessary scaffolding and maintenance for3yrsforanyleakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piecesocket clips shall be got approvedfrom engineer in charge etc.complete. Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.42.87 P.No.363 |
| 462 | Providing , laying & fixing ,jointing Supreme Ecodrain 160 mm SN 4 Nu Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees , coupler, etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated materialetc. complete. Type- IV Quarter 2 Nos SSR 2021-22 I.No. 43.31 P.No.370 |
| 463 | Providing andfixinginposition UPVCultravioletstabilized 110mmouter diameter cowldome confirming toI.S.-4985 including makingjointswithsolventcementetc.completeType- IV Quarter 2 Nos SSR Of 2021-22 I.No.43.25P.369 |
| 464 | Providingsoakpitofsize120cmx120cmx120cmincluding excavating and filling with brick-bats.Spec. No. Bd.V.46, Page No. 576 Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.42.19 Page No. 353 |
| 465 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. Type- IV Quarter 2 Nos Ground Floor SSR Of 2021-22 ITEM NO. 23.01 & PAGE NO.223 |
| 466 | Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed materialismanufacturedoutofnominal0.45mmBaseMetal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium43.4%zinc1.6%silicon)withCOLORBOND(R)steel quality super durable polyester paint coat ( with inorganic pigment). Thepaintshallhaveatotalcoatingthicknessofnominal35um, comprisingofnominal25umexteriorcoatontopsurfaceand nominal 10 um reverse coat on back surface. Profile sheet shall have nom.950-1050mmeffectivecoverwidthandnominal25-30mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center-to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturersproductdetailsmarkedaregularinterval.Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hexhead,self-drillingscrewetc.complete.(weightofprofile4.52 kgSqm.) Spec. No. As directed By Engineer In Charge. Type- IV Quarter 2 Nos Ground FloorSSR Of 2021-22 ITEM NO. 38.34& PAGE NO. 302 |
| 467 | Providing and applying interior wall finish luster of Asian / Berger / Nerolac / Dulux Paints or equivalent make on internal wall surface as detailed below Scrapping the surface with emery paper and wipe clean. Applying Asian / Berger / Nerolac / Duuex Paints or equivalent wall primer with brushwith mineral turpentine with brush 8 to 10% and oil 15 to 20% with roller and allowing to dry for a period 6 to 8 hours. Applying Asian / Berger / Nerolac / Dulex Paints or equivalent Acrylic wall putty with appropriate proportion of water allowing to dry for period 4 to 6 hours. Scrapping with Emery paper 180 and wipe clean. Applying Asian / Berger / Nerolac / Dulux Paints or equivalent wall primer with brush with mineral turpentine 8 to 10% and oil 15 to 20% with roller Scrapping Emery paper 320 and wipe clean, Applying Asian / Berger / Nerolac / Dulux Paints or equivalent interior wall finish luster 1st coat with brush/rubber/spray with mineral turpentine 7 to 9% and Oil with roller 19 to 21% After 8 hours of activity Applying 2nd coat of Asian / Berger / Nerolac / Dulux Paints or equivalent interior wall finish Lustre with mineral turpentine 7 to 9 % with brush and Oil with roller 19 to 21% after allowing dry for the period of 6 to 8 hours activity.(With prior approval of S.E.) Type- IV Quarter 2 Nos Ground Floor SSR 2021-22I.No. 36.20 |
| 468 | Providing and applying 2 coats of 100% Pure acrylic low VOC and APEO & HCHO free water based paint of approved colour that belongs to class 1 flame spread resistance of approvedmake Paint should provide durable and long lasting silk finish with a high crack tolerance of upto 1mm. Paint should have an oustanding washability with high resistance to wide range of bacteria and fungus. Paint has to be applied on smooth and uniform surface prepared by an acrylic copolymer low VOC & Odour putty. This surface should be primed with water based low VOC Primer. The work activity should cover all aspects of applying paints from surface preparation as directed by Engineer in charge. Type- IV Quarter 2 Nos Ground Floor SSR 2021-22 I.No.48.11 |
| 469 | Providingandfixing 90cmx60cmGranite plate engraving 10cm.heightletter,figures including painting the lefters/figures with approved colour and shade complete Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.44.12 P.No.374 |
| 470 | RWH - Recharge PitProviding and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5\" dia x 25m deep borewell at the floor of recharge pit including installationof combinationof solid/perforated PVC casing pipe wrapped around with netlon mesh including 300mm thicksidefilling aroundoutsideofRCCrings(annularspace)with 40mm size boulders including filling of recharge pit up to 0.5m depth with25-75mmcleanwashedgravelsfrombottomupfollowedby 0.5m depth of10-25mmofcleanwashedstonesfollowedby0.5mofwashed river fine aggregate (natural sand/crushedsandVSIgrade finelywashedetc.) includingnetlonmeshbetweeneach gravel/fine aggregate(naturalsand/crushedsandVSI gradefinelywashedetc.) media layer including covering with RCC slab, manhole frame & cover, PVC rungs, PVC end-caps, fittings etc. including arrangement for inlet & outletpipe excavation& backfillingas shownin the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation,taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge. Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.48.47 P.No.405 |
| 471 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. Spec. No:- As directed by Engineer in charge. Dismentling Work SSR Item No. 46.13 Page No.377 |
| 472 | Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc.Spec No. As directed by Engineer In Charge. Dismentling Work SSRI.No. 46.09P.No. 377 |
| 473 | Dismantlingstonemasonryinlimeorcementmortarincluding stacking the materils as directed with all leads, lifts etc.Spec No. As directed By EngineerSSRI.No.46.11P.No.377 |
| 474 | Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. Spec No. As directed By Engineer IN Charge. Dismentling Work SSRI.No. 46.12 P.No. 377 |
| 475 | Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete. Spec No. : As directed by Engineer in charge Dismentling Work SSRI.No. 46.15 P.No. 378 |
| 476 | Conveyingmaterialsobtainedfromroadcuttingincluding alllifts, layinginlayersof20cm.to30cm.breakingclods,dressingtothe required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition Dismentling Work as directed. MORTH 305 SSR Item No. 2.26 Page No. 28 |
| 477 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Compound Wall & Gate SSR OF 2021-22ITEM NO. 21.02 & PAGE NO.197 |
| 478 | Excavation for foundation in hard murum including removing the excavatedmaterialuptodistanceof 50 metresbeyondthe building areaand stackingand spreadingas directed,dewatering,preparing thebedforthefoundation andnecessarybackfilling,ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means. Compound Wall & Gate SSR OF 2021-22ITEM NO. 21.06 & PAGE NO.197 |
| 479 | Excavation for foundation in Hard murum and boulders includingremoving the excavated materialuptoadistance of50metres, beyondthebuildingareaandstackingandspreadingas directed,dewatering,preparingthebedforthefoundationandnecessarybackfilling,ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means Compound Wall & Gate SSR OF 2021-22ITEM NO. 21.12 & PAGE NO.198 |
| 480 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Compound Wall & Gate SSR OF 2021-22ITEM NO. 24.01 & PAGE NO.226 |
| 481 | Providing and laying in situ /Ready Mixcement concreteM-20of trap / granite /quartzite/ gneissmetal for R.C.C. workin foundations like raft, strip foundations, grillage andfootings of R.C.C. columns and steel stanchionsetc. including bailing out water,Steel centeringformwork, laying/pumpingcover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Compound Wall & GateSSR Item No. 25.11 |
| 482 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Compound Wall & Gate SSR Item No. 25.31 |
| 483 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Compound Wall & Gate SSR Item No. 25.50 |
| 484 | Providingfly ash brick masonrywith conventional/ I.S. type fly ash bricksin C.M. 1:6 in foundation andplinthincluding bailingoutwatermanually striking joints, racking out joints watering and scaffoldingetc.complete.Spec.No.AsdirectorbyengineerinchargeandBDG-2and5.Compound Wall & Gate SSR 2021-22 I.No.27.12 |
| 485 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapetandsillofdoorsandwindowsmouldedasperdetailed drawings or chamfered as approved by the Engineer including steel centering,formwork,coverblocks,laying/pumping,compacting, curing,finishingandrougheningthemifspecialfinishistobe provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Panmixer)etc.complete.Withfineaggregate(NaturalSand/ Crushed sand VSI Grade finely washed etc) Compound Wall & Gate SSR 2021-22ITEM NO. 26.23 |
| 486 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Compound Wall & Gate SSR Item No. 26.33 |
| 487 | Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall etc. complete. Compound Wall & Gate SSR Item No. 30.11 |
| 488 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. Compound Wall & Gate SSR Item No. 23.01 |
| 489 | Providingandfixingmildsteelgrillworkforwindows,ventilatorsetc.20kgSqm. asperdrawing includingfixtures,necessaryweldingand paintingwithone coatsof anticorrosivepaintand two coats ofoilpaintingcomplete. Compound Wall & Gate SSR 2021-22 I.No.40.01 |
| 490 | Providing internal cement plaster 20mm thick in two coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. Compound Wall & Gate SSR Item No. 32.06 |
| 491 | Providing and applying 2 coats of 100% Pure acrylic low VOC and APEO & HCHO free water based paint of approved colour that belongs to class 1 flame spread resistance of approvedmake Paint should provide durable and long lasting silk finish with a high crack tolerance of upto 1mm. Paint should have an oustanding washability with high resistance to wide range of bacteria and fungus. Paint has to be applied on smooth and uniform surface prepared by an acrylic copolymer low VOC & Odour putty. This surface should be primed with water based low VOC Primer. The work activity should cover all aspects of applying paints from surface preparation as directed by Engineer in charge. Compound Wall & Gate SSR OF 2020-21 I.No.48.11. |
| 492 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. Internal RoadSSR 2021-22 Item No. 2.11 |
| 493 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. Internal Road SSR 2021-22 Item No. 2.26 |
| 494 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Internal Road SSR 2021-22 Item No. 2.29a |
| 495 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete. Internal Road SSR 2021-22 Item No. 2.30 |
| 496 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. Internal Road SSR 2021-22Item No. 2.31 |
| 497 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I(Using Screening Type A (13.2) mm Aggregate). Internal Road SSR 2021-22 Item No. 3.18 |
| 498 | Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved byEngineer-in-charge , compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete. Internal Road SSR 2021-22 Item No. 5.13 |
| 499 | Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. complete. Internal RoadSSR 2021-22 Item No. 5.22a |
| 500 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Development of Ground Spec No. MORTH 408 SSRI.No. 2.29a P.No. 29 |
| 501 | Spreading hard murum for side width etc. complete. Development of Ground Spec No. MORTH 408 SSRI.No.2.30P.No. 29 |
| 502 | Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. Development of Ground Spec No. MORTH 408 SSRI.No. 2.31 P.No. 29 |
| 503 | Preparing Instant Lawn :- Excavating the ground to a required depth of 20cms. Removing & conveying unwanted stuff to a required distance as directed. Filling fresh garden soil / silt & manure in 3:1 proportion to a height of 20cms. Mixing soil and Manure thoroughly well, leveling with required slope, light watering on previous night, rolling on surface, fixing readymade lawn turf, rolls or slabs of required variety as directed. Ramming on it for proper fixing & maintaining till well established by watering, wedding, clipping or mowing etc complete. Land Scaping & Garden |
| 504 | Rose Plant :- Excavating pit with size 0.30 x 0.30 x 0.30 m Removing and conveying unwanted stuff to a required distance as directed. Filling the pit with fresh garden soil and manure in 3:1 proportion to a height of 30cms. Mixing garden soil and manure, throughtly well, levelling, watering on previous night, planting 40 to 50 cms. height healthy plants of required Rose variety maintaining till well established by watering weeding, stirring, prunning, replacing the casualtiesetc complete. Land Scaping & Garden |
| 505 | Planting Large Flowering / Shady Trees :- ( Minimum Height to 1 Mtr. ) Digging pit with size 0.9m x 0.9m x 0.9m Removing & conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material up to a height of 0.30m and remaining height of 0.60m with fresh garden soil & manure in 3:1 proportion. Mixing soil and manure thoroughly well, levelling as directed, watering previous night. Planting one or two years old, minimum 1.0 mtr. height, healthy tree sapling as per specifications. Maintaining till well established by watering, weedings, stirring of soil, staking replacing, casualaties etc complete. Land Scaping & Garden |
| 506 | Planting small and medium size ornamental / flowering plant :- Digging pit with size 0.6m x 0.6m x 0.6m Removing & conveying unwanted stuff to a required distance as directed. Filling the pit with fresh garden soil & Farm Uard Manure up to a height of 0.60m in in 3:1 proportion. Mixing soil and manure thoroughly well, levelling as directed, watering previous night. Planting one or two years old healthy plants sapling as per specifications. Maintaining till well established by watering, stirring of soil and manure, replacing of casualties etc complete. Land Scaping & Garden |
| 507 | Planting clipped Hedge :- Excavating the ground to a required depth of30 cms. Removing & conveying unwanted stuff to a required distance as directed. Filling fresh garden soil / silt & manure in 3:1 proportion to a height of 20cms. Mixing gardensoil and Manure thoroughly well, leveling with required slope, light watering on previous night. Planting hedge plants of required species in two rows. Distance between two rows & between two plants will be 25cms. Maintaining till well established by watering, wedding, clipping if necessary etc complete. Land Scaping & Garden |
| 508 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. CC Drain & CD Work SSR 2021-22 Item No. 2.18 |
| 509 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. CC Drain & CD Work SSR 2021-22 Item No. 2.26 |
| 510 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc). CC Drain & CD Work SSR 2021-22 Item No. 24.01 |
| 511 | Providingand layingin situ /ReadyMix cementconcrete M-20 of trap / granite /quartzite/ gneiss metalforR.C.C.work infoundationslikeraft,stripfoundations,grillageand footingsofR.C.C. columnsandsteel stanchionsetc. including bailing out water,Steelcenteringformwork, laying/pumpingcover blocks, compaction andcuring rougheningthe surfaceif specialfinishis to be provided(Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc). CC Drain & CD Work SSR 2021-22 Item No. 25.11 |
| 512 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA CC Drain & CD Work SSR 2021-22Item No. 11.29 |
| 513 | Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) CC Drain & CD Work SSR 2021-22 Item No. 11.25 |
| 514 | Providingand fixing in position TMT - FE - 500 bar reinforcementof variousdiametersforR.C.C. pile caps, footings, foundations, slabs,beamscolumns,canopies,staircase,newels,chajjas,lintels pardis,copings,fins, archesetc. as per detaileddesigns,drawingsandschedules. including cutting,bending, hookingthebars,bindingwithwiresortackweldingandsupportingasrequired complete. CC Drain & CD Work SSR 2021-22 Item No. 26.33 |
| 515 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. CC Drain & CD Work SSR 2021-22 Item No. 11.08 |
| 516 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 to 3.00 m.) Water main Storage with Borewell |
| 517 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) Water main Storage with Borewell |
| 518 | Excavation for foundation in Hard murum and boulders includingremoving the excavated materialuptoadistance of50metres, beyondthebuildingareaandstackingandspreadingas directed,dewatering,preparingthebedforthefoundationandnecessarybackfilling,ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means. Water main Storage with Borewell SSR OF 2020-21ITEM NO. 21.12 & PAGE NO.198 |
| 519 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) Water main Storage with Borewell |
| 520 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite /gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With natural sand / V.S.I. quality Artificial Sand Water main Storage with Borewell |
| 521 | Providing and laying in situ/Ready Mixcement concreteM-20of trap / granite /quartzite/ gneissmetal for R.C.C. workin foundations like raft, strip foundations, grillage andfootings of R.C.C. columns and steel stanchionsetc. including bailing out water, formwork, laying / pumpingcover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand Water main Storage with Borewell |
| 522 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite / quartzite / gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With natural sand / V.S.I. quality Artificial Sand Water main Storage with Borewell |
| 523 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and rougheningthem if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Water main Storage with Borewell |
| 524 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite / gneiss metal for R.C.C. slabs and landingsas per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand / V.S.I. quality Artificial Sand Water main Storage with Borewell |
| 525 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Water main Storage with Borewell |
| 526 | Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. Water main Storage with Borewell |
| 527 | Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc. complete.Water main Storage with Borewell |
| 528 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Water main Storage with Borewell |
| 529 | Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) byweight covering 9 to 10 sqm /kg with two coat usingapproved chemicals for masonry and concrete surface by brush covering 7 years guarantee onStamp Papers etc. complete. Water main Storage with Borewell |
| 530 | Providing and fixing 20 to 25 mm thick rough shahabad box type water proofing for basement or underground floor on a base of Cement concrete 1:3:6, including sub base of 2.50 centimeter thick Cement mortar 1:3 with conceal, secrete (RMW), Algae proof orother alike water proofing liquids, raking of joints upto 35 mm depth, filling the joints with 6 mm size crushed metal, hand grouting with cement slurry, curing and cleaning, with 7 years guarantee on court fee stamp of Rs. 100/- with ponding test etccomplete. (excluding Cement concrete 1:3:6 base concrete ) Water main Storage with Borewell |
| 531 | Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc complete. Water main Storage with Borewell |
| 532 | Drilling surface bore well 150 mm dia in all types starta including tranportation etc complete.Water main Storage with Borewell |
| 533 | Providing and fixing U.P.V.C casing pipe 180mm dia( 6 kg / cm2 ) for 150 mm dia bore welletc complete. Water main Storage with Borewell |
| 534 | Yeild testing by V noteches etc complete. Spec. No. As directed by Engineer in Charge. Water main Storage with Borewell |
| 535 | Providing and fixing PVC Cap for 180mm casing pipe etc complete. Water main Storage with Borewell |
| 536 | Providing and supplying in standard lengths Polythelene Pipes including all local & central taxes, octri, inspection charges, transportation to stores etc complete. ( 6 Kg/Sqcm. - 63mm dia. ) Water main Storage with Borewell |
| 537 | Lowering, laying, jointing in standard lengths Polythelene pipes ( 6 Kg/Sqcm - 63mm Dia. ) including all labour cost, transportation etc complete. Water main Storage with Borewell |
| 538 | Supplying and erecting submersible pumpset of5.625 KW/7.5 HP with 415 V, 50 c/sAC supply suitable for 150 mm dia. borewell suitable for 250 to 700 LPM discharge at 44 to 20m head & (max.efficiency at 32 m head & 500 lpm) discharge & delivery pipe ofSize-65 mm diameter with a necessary H type clamps as per specification no. WP-SMP Water main Storage with Borewell |
| 539 | Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. Water main Storage with Borewell |
| 540 | Supplying and erecting UPVC reinforcedflexible conduit 25 mm in dia. conforming toI.S. with requirednumberof couplings, PVC bushes, check nuts etc. complete.(1-2-2) |
| 541 | Supplying and erecting HMSPVC conduit 32 mm dia. with PVC accessories on wall / ceiling as per specification No: WG-MA/CON. (1-2-8) |
| 542 | Supplying and erecting PVC trunking (PVC casing-n-capping)ofsize25 mm with accessorieson wall/ceiling as per specification No: WG-MA/CON. (1-2-10) |
| 543 | PVC trunking 32 mm (1.2.11)Supplying and erecting PVC trunking (PVC casing-n-capping)ofsize32 mm with accessorieson wall/ceiling as per specification No: WG-MA/CON. |
| 544 | Mains 1x1.5 Sq.mm. (1.3.1)Supplying & erecting mains with 1x1.5 sq.mmF.R copperPVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW |
| 545 | Mains 2x1.5 Sq.mm. (1.3.1)Supplying & erecting mains with 2x1.5 sq.mmF.R copperPVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW |
| 546 | Mains 1x2.5 Sq.mm. (1.3.3)Supplying & erecting mains with 1x2.5 sq.mm F.R copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW |
| 547 | Mains 2x2.5 Sq.mm. (1.3.3)Supplying & erecting mains with 2x2.5 sq.mm F.R copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW |
| 548 | Mains 2x6 Sq.mm. (1.3.7)Supplying & erecting mains with 2x6 sq.mm F.R copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW |
| 549 | Supplying and erecting PVC insulated PVC round sheathed 2.5 sq.mm (50 no. x 0.25 mm dia.) 3 core flexible multi strandedcopper Industrial cable for voltage grade up to 1.1 kV (1-3-28) |
| 550 | Modular Switch 6 A (1.8.1)Supplying and erecting ISI mark modular type switch 6A / 10A duly erected on provided plate and box with wiring connections complete. |
| 551 | Modular Switch 16 A (1.8.2)Supplying and erecting ISI mark modular type switch 16A duly erected on provided plate and box with wiring connections complete. |
| 552 | Modular Sockets (1.8.10)Supplying and erecting ISI mark modular type 3 pin 6A multi sockets with safety shutter, duly erected on provided plate and box with wiring connections complete. |
| 553 | Modular Sockets (1.8.11)Supplying and erecting ISI mark modular type 3 pin 6 / 16A multi socket with safety shutter, duly erected on provided plate and box with wiring connections complete. |
| 554 | Modular Step Regulator (1.8.23)Supplying and erecting ISI mark modular type (two module) electronic step regulator for fan, duly erected on provided plate and box with wiring connections complete.Note: Add Rs 57/- for additional two module box with double mounting plate if required. |
| 555 | Blanking Plate (1.8.24)Supplying and erecting ISI mark modular type blanking plate one module, duly erected on provided plate & box. |
| 556 | Modular Box 3 Way (1.8.28)Supplying and erecting PVC Surface modular switch box with double mounting plate for 3 modules duly erected. |
| 557 | Modular Box 6 Way (1.8.30)Supplying and erecting PVC Surface modular switch box with double mounting plate for 6 modules duly erected. |
| 558 | Modular Box 12 Way (1.8.32)Supplying and erecting PVC Surface modular switch box with double mounting plate for 12 modules duly erected. |
| 559 | Wiring for plug on board with Switch socket, copper wiring and earthing as per specification No: WG-PW/SW(1-9-13) |
| 560 | Point wiring in PVC trunking (casing-capping) with 1.5 sq.mm (2+1E) FR grade copper wire, modular type switch, earthingand required accessories as per specification No: WG-PW/SW (1-9-25) |
| 561 | Point wiring for fan poing in PVC trunking (casing-capping) with 1.5 sq.mm (2+1E) FR grade copper wire, modular type switch, earthingand required accessories as per specification No: WG-PW/SW (1-9-25) |
| 562 | Supplying and erecting square / rectangular shaped CRCA /die-cast aluminium powder coatedhousing LED panel (slim edge-lit) light suitable for 25 to 32W with provision for plane front frame with translucent cover fixed to the housing complete. (2-1-10) |
| 563 | Supplying & erecting LED 20W tube light fitting (4 feet) with aluminium housing, heat sink, integrated HF electronic driver complete. (2-1-23) |
| 564 | Supplying and erecting ding dong / electronic musical type call bell with heavy duty coilsuitable to operate on 230V A.C. supply erected on polished double wooden block/sunmica block of suitable size (2-4-13) |
| 565 | Supplying anderectingLED street light fitting 100W, including lamp, with PF >0.95 class IP65 and above housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete per specification No FG-ODF/FLS-2. (2-5-8) |
| 566 | Supplying & erecting integral post top lantern fixtures (light house type) suitable for LED lampupto 18 W consisting of combination of spun aluminium canopy & clear acrylic top cover, cast aluminium pole cap on provided pole/ bracket as per specification no. FG-ODF/PTL (NEW) (2-6-5) |
| 567 | Supplying and erecting street light Wall bracket made from 40 mm. dia ‘B’ class G.I. pipe 1.2 m in total length complete as per specification no. FG-BKT/WB (2-9-4) |
| 568 | LED Lamp (2.10.10)Supplying & erecting5W-7W, 230V integral type LED Lamp suitable for B-22/E-27 base. |
| 569 | Supplying & erecting14W, 230V integral type LED Lamp suitable for B-22/E-27 base. (2-10-12) |
| 570 | Supplying & erecting18W, 230V integral type LED Lamp suitable for B-22/E-27 base. (2-10-13) |
| 571 | Supplying & erecting BLDC Ceiling fan noiseless opration antidust paint finish,less power consumption high RPM and air delivery 215 CMM BEE Five star rated energy saving 230V A.C.50 hz 1200 mm sweep complete erected in position as per specification no FG-FN/CF(S.R.No.12/22-23 Collector Office Parbhani Lt.No.618 dt.29.04.2022)(Non CSR) |
| 572 | Supplying and erecting fan hook box of 10 mm M.S. round bar bounded to the R.C.C. bars upto 50 mm length each side and pierced through a 16 S.W.G. thick aluminium/M.S. Bowl 100 mm dia.or equivalent square size and having depth upto 75 mm complete erected with duly painted by one coat of red oxide paint and two coats of paint erected in position and without any leakage of slurry of cement concrete on either side of the box and positioned to the bottom level of the slab.(2-13-5) |
| 573 | Supplying & erecting street light control panelin powder coated CRCA 14/16 SWG sheet, outdoor type, three phase, 415 Vconsisted of suitable rating contactor, 24 hrs digital / astronomical time switch with minimum 5 years battery backup,TPN MCB 40 Aauto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc for automatic operation & overcurrent, short circuit, earth fault protection of street lights upto the max load of 6 kW on provided iron frame / CC foundation complete. (5-2-18) |
| 574 | SPMCB 6A to 32A, (5.3.2)Supplying, erecting & marking SPMCB 6A to 32A, C-series (for motor/power) in provided distribution board as per specification no. SW-SWR/MCB |
| 575 | SPMCB 6A to 32A, (5.3.3)Supplying, erecting & marking SPMCB 6A to 32A, B- series (for lighting) in provided distribution board as per specification no. SW-SWR/MCB |
| 576 | Supplying, erecting & marking DPMCB 40A to 63A, B- series (for lighting) in provided distribution boardas per specification no. SW-SWR/MCB (5-3-9) |
| 577 | Supplyingand erecting single pole and neutral distributionboard (SPNDB) with door surface/flush mounted with 2 polesfor incoming and 6 poles for outgoing SP MCB’son iron/ GI frameas per specification no. SW-SWR/MCBDB (5-4-18) |
| 578 | MCCB 03 Pole (5.5.1)Providing & erecting 3 Pole MCCB upto 100A, 415V,with short circuitrating 25 kA (Ics=100% of Icu ),adjustablethermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/ UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron /GI frameas per specification no. SW-SWR/MCCB |
| 579 | MCB Enclosures (5.4.23)Supplying & erecting CRCA sheet metal one way enclosures suitable for DP MCB /TP MCB /FP MCB erected on angle iron/GI frame complete. |
| 580 | Supplying and erecting expanded metal jali enclosure made from GI square mesh 15SWGhaving20/25 mm squares,properly fixed/welded and duly painted with one coat of red oxide and two coats ofsilver/enamelpaint complete. (size of jali or enclosure to be specified in the estimate.) (6-1-21) |
| 581 | Supplying and erecting self-locking arrangement with keys in duplicate, made of brass duly erected, flush with surface of panel / cupboard. (6-1-20) |
| 582 | Supplying anderectingslotted angles,frames etc.forpanel board or any other purposes complete with bending, cutting, drilling and welding completeerectedatthepositionwith necessarymaterialsdulypaintedwith one coat of red oxide and twocoatsofenamelpainttomatchthe switchgears or as per directions by the authority (6-1-22) |
| 583 | Supplying and erecting bus bar chamber triple pole with neutral with four aluminium bars, 500V, 100A complete as per specification no. CP-BB (6-2-1) |
| 584 | Supplying, erecting & terminatingXLPE armoured cable 1100 V. 4 core6sq. mm. aluminium conductor withcontinuous5.48 sq. mm. (12 SWG) G.I. earth wire completeerected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipeas per specification no. CB-LT/AL (7-1-27) |
| 585 | Arm. Cable 3½ x 50 Sq.mm. (7.1.17)Supplying, erecting & terminatingXLPE armoured cable 3½ core50 sq. mm. aluminium conductor withcontinuous5.48 sq. mm. (12 SWG) G.I. earth wire completeerected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipeas per specification no. CB-LT/AL |
| 586 | Supplying, erecting & terminatingXLPE armoured cable 4 core10sq. mm. aluminium conductor withcontinuous5.48 sq. mm. (12 SWG) G.I. earth wire completeerected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipeas per specification no. CB-LT/AL (7-1-28) |
| 587 | Supplying & erecting G.I. pipe‘A’ class 40 mmdia.erectedfor enclosingXLPEarmouredcable on wall/poleas per specification no. CB-CE (7-6-2) |
| 588 | Providing & erecting 7 m high (clear height) galvanised octagonal pole with foundation bolts having bottom of 130 mm A/F, top 70 mm A/F on provided foundation as per specification no.OH-PL/OPL. (8-3-14) |
| 589 | Providing and erecting galvanised 1000mm single arm sword type bracket with FRP domeand ball as per specification no. OH-PL/PBKT (8-3-30) |
| 590 | Providing and erecting galvanised 1000mm double arm sword type bracket with FRP domeand ball as per specification no. OH-PL/PBKT (8-3-31) |
| 591 | Plate Earthing (9.1.1)Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results asper specification no. EA-EP |
| 592 | Providingpipetype earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rodcomplete with all materials as per specification no. EA-EP(9-1-4) |
| 593 | Supplying and erecting GI earth wire of high purity of different sizes used for earthing or any other purposes on wall with necessary G. I. Clamps fixed on wall/cable/ conduit with screws in an approved manner. (9-2-5) |
| 594 | Making trench of suitable width and depth in hard murum / tar roadfor laying provided LT cable up to and including16 sq. mmcomplete as per specification no. CW-EXN-CTR (16-1-2) |
| 595 | C.C. Foundation (16.3.7)Making cement concretefoundationin 1:3:6 cement concrete,(20 to 25) mm. stone metal duly plastered with necessary curing forcomplete. (pole muffing or any other purpose). |
| 596 | MakingM- 20 grade reinforced cement concretefoundation by considering the safe soil bearing capacity at site as 10 T/sq.mat 1.5 m depth including supply of steel, concrete, excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 6m to 8m high octagonal /conical GI pole). (16-3-9) |
| 597 | Supplying and erecting four pole metalcladONLOAD changeover switch 415V, 40Aerectedon angle iron / GI frame complete. (5-1-24) |
| 598 | Supplying, erecting & marking TPMCB 40A to 63A in provided distribution board as per specification no. SW-SWR/MCB (5-3-15) |
| 599 | FPMCB 40 to 63 A (5.3.17)Supplying, erecting & marking FPMCB 40A to 63A in provided distribution board as per specification no. SW-SWR/MCB |
| 600 | VTPNDB 4 way (5.4.25)Supplying&erectingtriplepoleand neutral distribution board (TPNDB) with door surface/ flushmounted suitable for3 pole MCCB as incomer & outgoing SP MCB (12 poles) or TPMCB of 4 ways (12 poles) on iron/ GI frame. (vertical busbar type)as per specification no. SW-SWR/MCBDB1 |
| 601 | Supplying & erecting Carbon Dioxide (CO2) fire extinguisher of 4.5 kg. capacitycartridgetypeconformtoIS2878 /15683 complete erected with necessary clamp made from 50 x 6 mm. M. S. flatwith nut & bolts grouted in wall complete. (10-2-34) |
| 602 | Supplying and erecting submersible pump set suitable for erection on open well of 5.625 KW/7.5 HP with 415 V 50 c/s.A.C. supply, having delivery head from 20 to 10m and discharge from 450 to 1600 Itrs. per minute (Max efficiency at 17 m head & 1250 Itr discharge) & pipe of Suction 65mm/Delivery 50 mm diameter erected with necessary H type clamps as per specification no. WP-OSP (12-3-3) |
| 603 | Supplying and erecting D.O.L. Starter 400V. 3 phase, 50 cycles with no volt coil and overload element with necessary materials and connected to supply upto 7.5 H.P. (12-4-2) |
| 604 | Flat Cable 3 x 4 Sq.mm. (12.4.9)Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 605 | G.I. Pipe 50 mm (16.5.6)Supplying and erecting ISI mark GI pipe 50 mm dia.‘B’ class at position with accessories complete. Specification no. CW-PLB/GP. |
| 606 | MSEDCL Service Connection Charges & Transformer Provision |
| 607 | Royalty For Sand Type- I Quarter 4 Nos. |
| 608 | Royalty For Murum / Soling Type- I Quarter 4 Nos. |
| 609 | Carryingoutbasictestsoncementforstandardconsistancy,Fineness,Specificgravity,Setting time (Initial and Final), Compressive strength, Soundness. Type- I Quarter 4 Nos. |
| 610 | CarryingoutbasictestsonSandforFinenessmodulus,Siltandclay content. Type- I Quarter 4 Nos. |
| 611 | CarryingoutbasictestsonAggeregatesforWaterabsorption,specificgravity.Impactvalue,crushing value. Type- I Quarter 4 Nos.SSR Of 2021-22 |
| 612 | CarryingoutbasictestsonAggeregatesforSieveAnalysis. Type- I Quarter 4 Nos. SSR Of 2021-22 |
| 613 | Carrying out basic tests on Concrete cubes for compressive strength. Type- I Quarter 4 Nos. |
| 614 | Carrying out basic tests on Concrete for Mix design.Type- I Quarter 4 Nos. |
| 615 | Carrying out basic tests on Bricks for water absorptio,Efflorescence, compressive strength.Type- I Quarter 4 Nos. |
| 616 | Carrying out basic tests on Vitrified Tiles for water absorption,modulus of rupture.Type- I Quarter 4 Nos. |
| 617 | Carrying out basic tests on T.M.T.Steel (Bar testing above 16 mm) for Tensile strength,% Elongation,Yieldstress,Weight/m,Bend/rebendtest.prooftest.Type- I Quarter 4 Nos. |
| 618 | Carrying out basic tests on T.M.T.Steel (Bar testing upto 16 mm) for Tensile strength,% Elongation,Yieldstress,Weight/m,Bend/rebendtest.prooftest. Type- I Quarter 4 Nos. |
| 619 | CarryingoutbasictestsonConcretepavingblockforComp.strength,Waterabsorption,Flexural test,Resistance to wear.Type- I Quarter 4 Nos. |
| 620 | Carryingoutbasictestsonsoil/MurumforliquidlimitandplasticlimitType- I Quarter 4 Nos. |
| 621 | Carrying out basic tests on wood for density and moisture content. Type- I Quarter 4 Nos. |
| 622 | Carrying out basic tests on flush door for knif test, adhesion test and end immersion test. Type- I Quarter 4 Nos. |
| 623 | Carryingoutbasictestsonaluminiumsectionforthickness,massperrunningmeterType- I Quarter 4 Nos. |
| 624 | Carrying out basic tests on G.I.Pipes for wt. per running meter, dia.of pipe and wall thickness of pipe. Type- I Quarter 4 Nos. |
| 625 | Royalty For Sand b) Type- II Quarters = 16 Nos. |
| 626 | Royalty For Murum / Soling b) Type- II Quarters = 16 Nos. |
| 627 | Carryingoutbasictestsoncementforstandardconsistancy,Fineness,Specificgravity,Setting time (Initial and Final), Compressive strength, Soundness. b) Type- II Quarters = 16 Nos. |
| 628 | CarryingoutbasictestsonSandforFinenessmodulus,Siltandclay content. b) Type- II Quarters = 16 Nos. |
| 629 | CarryingoutbasictestsonAggeregatesforWaterabsorption,specificgravity.Impactvalue,crushing value.b) Type- II Quarters = 16 Nos. |
| 630 | CarryingoutbasictestsonAggeregatesforSieveAnalysis. b) Type- II Quarters = 16 Nos. |
| 631 | Carrying out basic tests on Concrete cubes for compressive strength.b) Type- II Quarters = 16 Nos. |
| 632 | Carrying out basic tests on Concrete for Mix design. b) Type- II Quarters = 16 Nos. |
| 633 | Carrying out basic tests on Bricks for water absorptio,Efflorescence, compressive strength. b) Type- II Quarters = 16 Nos. |
| 634 | Carrying out basic tests on Vitrified Tiles for water absorption,modulus of rupture. b) Type- II Quarters = 16 Nos. |
| 635 | Carrying out basic tests on T.M.T.Steel (Bar testing above 16 mm) for Tensile strength,% Elongation,Yieldstress,Weight/m,Bend/rebendtest.prooftest. b) Type- II Quarters = 16 Nos. |
| 636 | Carrying out basic tests on T.M.T.Steel (Bar testing upto 16 mm) for Tensile strength,% Elongation,Yieldstress,Weight/m,Bend/rebendtest.prooftest. b) Type- II Quarters = 16 Nos. |
| 637 | CarryingoutbasictestsonConcretepavingblockforComp.strength,Waterabsorption,Flexural test,Resistance to wear.b) Type- II Quarters = 16 Nos. |
| 638 | Carryingoutbasictestsonsoil/Murumforliquidlimitandplasticlimit. b) Type- II Quarters = 16 Nos. |
| 639 | Carrying out basic tests on wood for density and moisture content . b) Type- II Quarters = 16 Nos. |
| 640 | Carrying out basic tests on flush door for knif test, adhesion test and end immersion test .b) Type- II Quarters = 16 Nos. |
| 641 | Carryingoutbasictestsonaluminiumsectionforthickness,massperrunningmeter. b) Type- II Quarters = 16 Nos. |
| 642 | Carrying out basic tests on G.I.Pipes for wt. per running meter, dia.of pipe and wall thickness of pipe. b) Type- II Quarters = 16 Nos. |
| 643 | Royalty For Sand Type - III Quarters = 4 Nos |
| 644 | Royalty For Murum / Soling Type - III Quarters = 4 Nos |
| 645 | Carryingoutbasictestsoncementforstandardconsistancy,Fineness,Specificgravity,Setting time (Initial and Final), Compressive strength, Soundness. Type - III Quarters = 4 Nos SSR Of 2021-22I. No. 1P. No.594 |
| 646 | CarryingoutbasictestsonSandforFinenessmodulus,Siltandclay content. Type - III Quarters = 4 Nos SSR Of 2021-22I.No.10 P.No.594 |
| 647 | CarryingoutbasictestsonAggeregatesforWaterabsorption,specific ravity.Impactvalue,crushing value. Type - III Quarters = 4 Nos SSR Of 2021-22 I.No. 2 P.No. 594 |
| 648 | CarryingoutbasictestsonAggeregatesforSieveAnalysis. Type - III Quarters = 4 NosSSR Of 2021-22I.No.3 P.No. 594 |
| 649 | Carrying out basic tests on Concrete cubes for compressive strength. Type - III Quarters = 4 Nos SSR Of 2021-22I.No.19P.No. 595 |
| 650 | Carrying out basic tests on Concrete for Mix design. Type - III Quarters = 4 Nos SSR Of 2021-22I.No. 20 P.No. 595 |
| 651 | Carrying out basic tests on Bricks for water absorptio,Efflorescence, compressive strength. Type - III Quarters = 4 Nos SSR Of 2021-22I.No.13 P.No. 594 |
| 652 | Carrying out basic tests on Vitrified Tiles for water absorption,modulus of rupture. Type - III Quarters = 4 Nos SSR Of 2021-22 I.No. 16 P.No. 595 |
| 653 | Carrying out basic tests on T.M.T.Steel (Bar testing above 16 mm) for Tensile strength,% Elongation,Yieldstress,Weight/m,Bend/rebendtest.prooftest. Type - III Quarters = 4 Nos SSR Of 2021-22I. No. 78P. No. 598 |
| 654 | Carrying out basic tests on T.M.T.Steel (Bar testing upto 16 mm) for Tensile strength,% Elongation,Yieldstress,Weight/m,Bend/rebendtest.prooftest. Type - III Quarters = 4 Nos SSR Of 2021-22 I.No. 77P.No.598 |
| 655 | CarryingoutbasictestsonConcretepavingblockforComp.strength,Waterabsorption,Flexural test,Resistance to wear. Type - III Quarters = 4 Nos SSR Of 2021-22 I.No.26 P.No. 595 |
| 656 | Carryingoutbasictestsonsoil/Murumforliquidlimitandplasticlimit. Type - III Quarters = 4 Nos SSR Of 2021-22I.No.30 P.No. 596 |
| 657 | Carrying out basic tests on wood for density and moisture content. Type - III Quarters = 4 Nos SSR Of 2021-22I.No.59P.No.597 |
| 658 | Carrying out basic tests on flush door for knif test, adhesion test and end immersion test. Type - III Quarters = 4 Nos SSR Of 2021-22I.No. 60P.No. 597 |
| 659 | Carryingoutbasictestsonaluminiumsectionforthickness,massperrunningmeter. Type - III Quarters = 4 Nos SSR Of 2021-22I.No. 64P.No. 597 |
| 660 | Carrying out basic tests on G.I.Pipes for wt. per running meter, dia.of pipe and wall thickness of pipe. Type - III Quarters = 4 NosSSR Of 2021-22 I.No. 68P.No. 598 |
| 661 | Royalty For SandType- IV Quarter 2 Nos |
| 662 | Royalty For Murum / SolingType- IV Quarter 2 Nos |
| 663 | Carryingoutbasictestsoncementforstandardconsistancy,Fineness,Specificgravity,Setting time (Initial and Final), Compressive strength, Soundness.Type- IV Quarter 2 Nos SSR Of 2021-22 I. No. 1P. No.594 |
| 664 | CarryingoutbasictestsonSandforFinenessmodulus,Siltandclay content.Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.10 P.No.594 |
| 665 | CarryingoutbasictestsonAggeregatesforWaterabsorption,specificgravity.Impactvalue,crushing value.Type- IV Quarter 2 Nos SSR Of 2021-22I.No. 2 P.No. 594 |
| 666 | CarryingoutbasictestsonAggeregatesforSieveAnalysis.Spec.No.AsdirectedbyEngineerin Charge.Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.3 P.No. 594 |
| 667 | Carrying out basic tests on Concrete cubes for compressive strength.Spec.No.As directed by Engineer in Charge.Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.19P.No. 595 |
| 668 | Carrying out basic tests on Concrete for Mix design.Spec.No.As directed by Engineer in Charge.Type- IV Quarter 2 Nos SSR Of 2021-22 I.No. 20 P.No. 595 |
| 669 | Carrying out basic tests on Bricks for water absorptio,Efflorescence, compressive strength.Spec.No.As directed by Engineer in Charge.Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.13 P.No. 594 |
| 670 | Carrying out basic tests on Vitrified Tiles for water absorption,modulus of rupture.Type- IV Quarter 2 Nos Spec.No.As directed by Engineer in Charge. SSR Of 2021-22I.No. 16 P.No. 595 |
| 671 | Carrying out basic tests on T.M.T.Steel (Bar testing above 16 mm) for Tensile strength,% Elongation,Yieldstress,Weight/m,Bend/rebendtest.prooftest.Type- IV Quarter 2 Nos SSR Of 2021-22 I. No. 78P. No. 598 |
| 672 | Carrying out basic tests on T.M.T.Steel (Bar testing upto 16 mm) for Tensile strength,% Elongation,Yieldstress,Weight/m,Bend/rebendtest.prooftest.Type- IV Quarter 2 Nos SSR Of 2021-22I.No. 77P.No.598 |
| 673 | CarryingoutbasictestsonConcretepavingblockforComp.strength,Waterabsorption,Flexural test,Resistance to wear.Type- IV Quarter 2 Nos Spec.No.As directed by Engineer in Charge. SSR Of 2021-22I.No.26 P.No. 595 |
| 674 | Carryingoutbasictestsonsoil/Murumforliquidlimitandplasticlimit.Spec.No.Asdirectedby Engineer in Charge.Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.30 P.No. 596 |
| 675 | Carrying out basic tests on wood for density and moisture content .Spec.No.As directed by Engineer in Charge.Type- IV Quarter 2 Nos SSR Of 2021-22 I.No.59P.No.597 |
| 676 | Carrying out basic tests on flush door for knif test, adhesion test and end immersion test .Spec.No.As directed by Engineer in Charge. Type- IV Quarter 2 Nos SSR Of 2021-22 I.No. 60P.No. 597 |
| 677 | Carryingoutbasictestsonaluminiumsectionforthickness,massperrunningmeter. Spec.No.As directed by Engineer in Charge.Type- IV Quarter 2 Nos SSR Of 2021-22 I.No. 64P.No. 597 |
| 678 | Carrying out basic tests on G.I.Pipes for wt. per running meter, dia.of pipe and wall thickness of pipe .Spec.No.As directed by Engineer in Charge.Type- IV Quarter 2 Nos SSR Of 2021-22I.No. 68P.No. 598 |
| 679 | RoyaltyFor Sand Compound Wall & Gate |
| 680 | Royalty For SandInternal Road |
| 681 | Royalty For Murum /SolingInternal Road |
| 682 | Royalty For Murum. Development of Ground |
| 683 | Royalty For Sand CC Drain & CD Work |
| 684 | Sand Water main Storage with Borewell |
| 685 | ADD 12% GST A) |
| 686 | Add. 12% GST For Elect. B) |
| 687 | ADD 1% Labour Insurance A) |
AI Tender Summary
Tender Timeline
Jul 20, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 26, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 28, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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