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| 1 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to aleadof1000mtrsandearthfillinginthedepression/pit.)(i)Girthfrom 300 mm to 600 mm |
| 2 | Clearing Grass and Removal of Rubbish |
| 3 | Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprootingrankvegetation,grass, bushes,shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier anddisposalofunserviceablematerialsandstackingofserviceable materialtobeusedorauctioneduptoaleadof1000metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) (i) B y Manual Means:- |
| 4 | A) In area of light jungle |
| 5 | B) In area of thorny jungle |
| 6 | ExcavationinHillAreainSoilbyMechanicalMeans(Excavationin soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and leadupto 1000 metres) |
| 7 | ExcavationinHilly AreainOrdinary Rockby MechanicalMeans not Requiring Blasting (Excavationinhillyarea inordinaryrock not requiring ballasting by mechanical means including cutting and trimmingofslopesanddisposalofcutmaterialwithallliftandleadupto 1000 metres ) |
| 8 | Depositing of excavated earth on the barren valley side. (Excavation insoilinhillyareabymechanicalmeans includingcuttingand trimmingofsideslopesanddisposingofexcavatedearthontheBarren Valley side) |
| 9 | Preparationofsubgrade(Preparationofsubgradebyexcavating earthtoanaveragedepthof22.50cm,dressingtocamberand consolidating withroad roller,making goodthe undulationsetc. anddisposal of surplus earth, lead upto 50 m.) |
| 10 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoilsetc. and rerolling the sub grade. |
| 11 | GranularSub-BasewithCoarseGradedMaterial(Table:-400-2) (Construction of granular sub-base by providing coarse graded material,spreadinginuniformlayerswithmotorgraderon prepared surface,mixingby mixinplacemethodwithrotavatoratOMC,and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (i) for grading- I Material |
| 12 | DryLeanCementConcreteSub-base(Constructionofdrylean cementconcreteSub-baseoverapreparedsub-gradewithcoarse and fine aggregate conforming to IS: 383, the size of coarse aggregatenotexceeding25mm,aggregatecementrationotto exceed15:1,aggregategradationafterblendingtobeaspertable 600-1,cementcontentnottobelessthan150kg/cum,optimum moisturecontenttobedeterminedduringtriallengthconstruction, concretestrengthnottobelessthan10Mpaat7days,mixedina batchingplant,transportedtosite,laidwithapaverwithelectronic sensor,compactingwith8-10tonnesvibratoryroller,finishingandcuring. |
| 13 | 125 Micron Plytene for separation ( Provinding and fixing 125 micronplythine over sub base |
| 14 | Constructionofun-reinforced,doweljointed,plaincementconcrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed formor slip form paver, spread, compacted and finished inacontinuousoperationincludingprovisionofcontraction, expansion, construction and longitudinaljoints, jointfiller, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures asapproved, curing compound, finishingto lines and grades as per drawing |
| 15 | ProvidingandLaynglightduty non-pressureNP2ClassRCCpipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing joints etccomplete. d) 300 mm dia RCC Pipes (NP2) |
| 16 | ExcavationforStructures(Earthworkinexcavationoffoundationof structures as per drawing and technical specification, including settingout,constructionofshoringandbracing,removalofstumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) B) Mechanical Means |
| 17 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibrationincluding curing for 14 days.) |
| 18 | Plain/Reinforcedcementconcreteinopenfoundationcompleteas per drawing and technical specifications. C) RCC Grade M20 Case IUsing concrete mixer |
| 19 | Supplying,fittingandplacingun-coatedMild steelreinforcement complete in foundation as per drawing and technical specification |
| 20 | ReinforcedCementConcreteCrashBarrier(Provisionofan Reinforcedcementconcretecrashbarrierattheedgesoftheroad, approaches to bridge structures and medians, constructed with M-20 gradeconcretewithHYSDreinforcementconformingtoIRC:21and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installedasperdesign givenin theenclosure toMOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) (i) M 20 grade concrete |
| 21 | PCCM15Gradelevelingcoursebelowapproachslabcompleteas per drawing and Technical specification drawing and Technicalspecification |
| 22 | Reinforcedcementconcreteapproachslabincludingreinforcement and formwork complete as per drawing and Technical specification |
| 23 | ProvidingweepholesinBrickmasonry/Plain/Reinforcedconcrete abutment, wing wall/return wall with 100 mmdia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications |
| 24 | Stone masonry workin cement mortar 1:3 for substructure completeasperdrawingandTechnicalSpecifications.B)CoursedRubble Masonry ( First sort ) |
| 25 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 mclearfromtheedgeoftheexcavationandreturningthestacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidatingeachdepositedlayerbyrammingandwateringand then disposing of all surplus excavated soil as directed within a leadof 50m. |
| 26 | Fillinginplinthwithsandunderfloorsincludingwatering,ramming,consolidating and dressing complete. |
| 27 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10(1cement:5coarsesand:10gradedstoneaggregate40mm nominal size) excluding the cost of centring and shuttering. |
| 28 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone shingle 40 mm nominalsize) excluding the cost of centring and shuttering. |
| 29 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) In foundation & Plinth |
| 30 | Reinforcement of RCC work including bending, binding and placing in position complete. (a) Mild steel and medium tensile steel bars. |
| 31 | Centringandshutteringincludingstrutting,proppingetcandremoval of form work for: |
| 32 | (a) Foundation, footings, bases of columns etc. and mass concrete. |
| 33 | (b) Walls including attached buttresses, pilasters etc |
| 34 | (b) Suspended floor, roofs, landing & balconies |
| 35 | (d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 36 | (e) Column, pillars, posts and struts etc. |
| 37 | Plain/Reinforcedcementconcreteinopenfoundationcompleteas per drawing and technical specifications. C) RCC Grade M20 Case IUsing concrete mixer |
| 38 | Supplying,fittingandplacingun-coatedMild steelreinforcement complete in foundation as per drawing and technical specification |
| 39 | ReinforcedCementConcreteCrashBarrier(Provisionofan Reinforcedcementconcretecrashbarrierattheedgesoftheroad, approaches to bridge structures and medians, constructed with M-20 gradeconcretewithHYSDreinforcementconformingtoIRC:21and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installedasperdesign givenin theenclosure toMOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) (i) M 20 grade concrete |
| 40 | PCCM15Gradelevelingcoursebelowapproachslabcompleteas per drawing and Technical specification drawing and Technicalspecification |
| 41 | Reinforcedcementconcreteapproachslabincludingreinforcement and formwork complete as per drawing and Technical specification |
| 42 | ProvidingweepholesinBrickmasonry/Plain/Reinforcedconcrete abutment, wing wall/return wall with 100 mmdia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications |
| 43 | Stone masonry workin cement mortar 1:3 for substructure completeasperdrawingandTechnicalSpecifications.B)CoursedRubble Masonry ( First sort ) |
| 44 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 mclearfromtheedgeoftheexcavationandreturningthestacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidatingeachdepositedlayerbyrammingandwateringand then disposing of all surplus excavated soil as directed within a leadof 50m. |
| 45 | Fillinginplinthwithsandunderfloorsincludingwatering,ramming,consolidating and dressing complete. |
| 46 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10(1cement:5coarsesand:10gradedstoneaggregate40mm nominal size) excluding the cost of centring and shuttering. |
| 47 | Extraforsheetglasspanes5.5mmthickusedinsteadofordinary glasspanesinglazedorpanelledandglazeddoors,windowsor clerestory windows (total area of shutters to be measured). |
| 48 | Providing and fixing MS grills of required pattern in wooden frames of windowsetcwithMSflat,squareorroundbarswithroundheadedbolts and nuts or by screws. b) Ornamental Grill |
| 49 | Providing and fixing MS grills of required pattern in wooden frames ofwindowsetcwithMSflat,squareorroundbarswithroundheaded bolts and nuts or by screws. a) Plain Grill |
| 50 | Providing and fixing chromium plated bright finished 100 mm mortice latch and lock with 6 levers and a pair of CP handles with necessary screws etc complete (best make of approved quality). |
| 51 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.a) 300 x 16 mm |
| 52 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete.a) 300 x 10 mm |
| 53 | Providing and fixing aluminum Handles anodised transparent or dyed torequiredcolororshadewithnecessaryscrewsetccomplete.a)125 mm |
| 54 | Providingandfixing12mmthickand100mmwidepelmetwith25 mm dia wooden curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete. a) Timber class - AIV |
| 55 | Steel work in built up tubular trusses including cutting, hoisting, fixing inpositionandapplyingaprimingcoatofapprovedsteelprimer weldedandboltedincludingspecialshapedwashersetccomplete(welding to be paid separately). |
| 56 | Welding by Electric plant |
| 57 | Cementconcreteflooring1:2:4(1cement:2coarsesand:4 graded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement. a) 40 mm thick |
| 58 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
| 59 | ProvidingAlumuniumTroughedSheetRoofingfixedwith\"J\" hooks,bolts,nuts,washerwithbitumen(the\"J\"hook,nutandboltare asperIS:733of1983)andlimpetwasherfilledwithwhitelead complete excluding the cost of the purlins,rafters and trusses.b)Using 0.71 mm thick Alumunium Troughed Sheet |
| 60 | Providing and Fixing 15 mm thick densified tegular edged eco friendly lightweightcalciumsilicatefalseceilingtilesofapprovedtextureof size 595 x 595 mm in true horizontal level, suspended on inter locking metalgridofhotdippedgalvanisedsteelsections(galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre tocentre,andcross“T”ofsize24x28mmmadeoutof0.33mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’oflength600mmandsize24x28mmmadeof0.33mmthick (Minimum)sheettobeinterlockedatmiddleofthe1200x600mm paneltofromgridofsize600x600mm,restingonperipherywalls/partitionsonaPerimeterwallanglepre-coatedsteelof size(24x24X3000 mmmade of 0.40 mmthick(minimum)sheet with thehelpofrawlplugsat 450mmcentreto centrewith 25mmlong dry wall screws @ 230 mm interval and laying 15 mm thick densified edgescalicumsilicateceilingtilesofapprovedtextureinthegrid, including,cutting/makingopening“forserviceslikediffusers,grills, lightfittings,fixtures,smokedetectorsetc.,whereverrequired.Main ‘T’runnerstobesuspendedfromceilingusingG.I.slottedcleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint for all heights, as per specifications, drawings and as directed by Engineer-in-Charge |
| 61 | Providing and fixing 20 mmthick wooden planks ceiling (frame work for base to be paidseparately) with M.S. screws. |
| 62 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption lessthan0.08%andconformingtoIS:15622,ofapprovedbrand& manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS:15477,inaverage6mmthickness,includinggroutingofjoints (Payment for grouting of joints to be made separately).a) Size of Tile600 x 600 mm |
| 63 | Providing andlaying PolishedGranite stoneflooring inrequired designandpatterns,inlinearaswellascurvilinearportionsofthe buildingallcompleteasperthearchitecturaldrawingswith18mm thickstone slab over 20 mm(average) thickbase ofcement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointingwithwhitecementslurry admixedwith pigmentof matching shadeincludingrubbing,curingandpolishingetc.allcompleteas specifiedandasdirectedbytheEngineer-in-Charge.1)Polished Granite stone slab colour of Black, Cherry/RubyRed or equivalent |
| 64 | Whiteglazedtiles5mm.thickinflooring,skirting,risersofstepanddado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry. |
| 65 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 66 | 15mmcementplaster1:4(1cement:4finesand)ontheroughside of single or half brick wall. |
| 67 | 15mmcementplaster1:6(1cement:6finesand)ontheroughside of single or half brick wall. |
| 68 | 20 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 69 | Neat cement punning. |
| 70 | Providing and applying plaster of paris putty of 2 mmthickness over plastered surface to prepare the surface even and smooth complete. |
| 71 | Applyingonecoatofwaterthinnablecementprimerofapproved brandandmanufactureonwallsurface.a)Waterthinnablecementprimer |
| 72 | Wallpainting(twoorcoats)withplasticemulsionpaintofapproved brand and manufacture on new work to give an even shade. |
| 73 | Finishing walls withwater proofingcement paintof requiredshade :a) New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 74 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle40mmanddowngauge)8cmthickonsidesand bottomandplasteringonallexposedsurfaceswith12mmthick cementmortar1:3(1cement:3finesand)includingshutteringcomplete. |
| 75 | Providinglayingandjointingglazedstonewarepipegrade\"A\"with stiffmixtureofcementmortarinthe proportionof 1:1(1 cement: 1 fine sand) including testing of joints etc. complete. b) 150 mm dia SWpipes |
| 76 | Providingandlayingcementconcrete1:5:10(1cement:5lime sand:10gradedstoneaggregate40mmnominalsize)allaround SW Pipe including bed concrete 15cm thick as per standard design.a) 100 mm |
| 77 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement:2coarsesand:4stonesingle20mmnominalsize), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate40mmnominalsize)insideplastering12mmthickwith cementmortar1:3(1cement:3coarsesand)finishedwitha floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominalsize)neatlyfinishedcompleteasperstandarddesign.a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (lightduty)455x610mminternaldimensionstotalweightofcover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg,(weight ofcover23Kg andweight offrame 15 Kg). |
| 78 | Makingsoakpit2.50mdia3mdeepwith45x45cmdrybrick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m longcomplete as per standard design. |
| 79 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement:3coarsesand:6stoneaggregateusing20mmnominal size)over75mmbedofstoneballast40mmnominalsizewell rammed and consolidated and grouted with fine sand includingfinsihing the top smooth. |
| 80 | Providing and fixing 40 mm dia GI Pipe outlet in cement mortar 1 : 3 (1 cement : 3 fine sand) including cutting and making good the wall. |
| 81 | Providingandfixingstainlesssteel(Grade304)railingmadeof Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing andmakingcurvature(whereverrequired)and fittingthesamewithnecessarystainlesssteelnutsandboltsdash fasteners , stainless steel bolts etc., of required size, on the top of the floor or thecomplete, i/cfixing the railing with necessary accessories & stainless steel side of waist slab with suitable arrangement as per approvalof Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 82 | Providingandfixingwhitevitreouschinatypewaterclosetpedestal (EuropeantypeWCflushingcisternwithfittingsRSorCIbrackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cisternandfittings,cuttingmakinggoodthewallsandfloorswhere required. a) WC pan with white plastic seat and lid. |
| 83 | Providing and fixing white vitreous china flat back or wall corner type lippedfronturinalbasinof430x260x350mmand340x430x265 mm sizesrespectively withCI automaticflushingcistern withfittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GIclamps complete including painting of cistern and fittings, cutting and making good the walls and floors where required. a) One urinalbasin with 5 LitresCI automaticflushing cistern |
| 84 | Providingandfixingwhitevitreouschinawaterclosetsquatingpan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flushpipewithfittingsandclamps20mmGIoverflowpipewith specialsandmosquitoproofcouplingofapprovedmunicipaldesign andGIchainandpullcompleteincludingpaintingofcisternand fittings, cutting and making good the walls and floors where required.a) Long Pan patten WC Pan |
| 85 | ProvidingandfixingwhitevitreouschinawashbasinwithRSorCI bracketspaintedwhite15mmCPbrasspillartapsandCPbrass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. a) Flat back wash basin size 550x400mmwithapairof15mmCPbrasspillartapsofheavyquality. |
| 86 | Providingandfixingkitchensinkincludingmakingallconnection excluding cost of fittings. a) White glazed fire clay sink size600x450x150 mm |
| 87 | ProvidingandfixingCPBrassChainandrubberplugcompleteforsink or wash basins. |
| 88 | Providing and fixing rubber plug for sink or wash basin. |
| 89 | Providingandfixing600x450mmbevellededgemirrororsuperior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers. |
| 90 | Providing and fixing 600 x 120 mm glass shelf with CP brass bracketsandguardrailcomplete,fixedtowoodencleadtswithCPbrass screws. |
| 91 | ProvidingandfixingCPbrasstowelrailcompletewithCPbrassbrackets fixed to wooden cleadt with CP brass screws (heavy quality).a) 750 x 20 mm size |
| 92 | Providing and fixing toilet paper holder. a) CP Brass |
| 93 | ProvidingandfixingC.P.brasslongnosebibcockofapprovedqualityconformingtoISstandardsandweighingnotlessthan810 gms. a) 15 mm nominal bore |
| 94 | ProvidingandfixingC.P.brassanglevalveforbasinmixerandgeyserpointsofapprovedquality conformingtoIS:8931.a)15mm nominal bore |
| 95 | ProvidingandfixingC.P.brassstopcock(concealed)ofstandard designandofapprovedmakeconformingtoIS:8931.a)15mmnominal bore |
| 96 | ProvidingandfixingChlorinatedPolyvinylChloride(CPVC)pipes, havingthermalstabilityforhot&coldwatersupply,includingall CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at1.00 m spacing. This includes jointing of pipes & fittings with one step CPVCsolventcementandthecostofcuttingchasesandmaking good the same including testing of joints complete as per direction of Engineer in Charge. a) Concealed work, including cutting chases and making good the walls etc. i) 15 mm nominal outer dia Pipes |
| 97 | Providingandfixing ballvalve (brass)of approvedquality complete.b) 20 mm nominal bore |
| 98 | Providing and fixing PVC connection pipe with brass union. A) 30 cmlength. a) 15 mm nominal bore |
| 99 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilityfor hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointingofpipes&fittingswithonestepCPVCsolvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. a) External work |
| 100 | i) 15 mm nominal outer dia Pipes |
| 101 | ii) 20 mm nominal outer dia Pipes |
| 102 | Providing and fixing Geyser of approved brand as available (10 litreCapacity) with all fiitings etc |
| 103 | Providing and fixing CP brass shower rose with 15 mm or 20 mm diainlet. b) 150 mm dia |
| 104 | Providing and fixing GI pipes complete with GI fittings includingtrenching and refilling etc (external work). |
| 105 | a) 25 mm |
| 106 | b) 40 mm |
| 107 | Providing and fixing door and window curtainfibric of good quality ofapproved brand. |
| 108 | Providing door mate of good quality material of approved brand. |
| 109 | Providingwooden cot made of best available local wood |
| 110 | i) King Size |
| 111 | ii) double bed |
| 112 | iii) Medium bed |
| 113 | Providing Matresses of approved brand and quality |
| 114 | i) King Size |
| 115 | ii) double bed |
| 116 | Providing dressers table of approved brand and quality |
| 117 | Providing Tea- table of approved brand |
| 118 | Providing Center table of approved brand |
| 119 | Providing dining table (6 Set) of approved brand |
| 120 | Providing wooden writting table of approved brand |
| 121 | Providing ready PVC made arm chair |
| 122 | Providing AC of approved brand with fittings charges |
| 123 | Providing Sofa sets of approved brand |
| 124 | MS Gate |
| 125 | CC TV system |
| 126 | Inverter |
| 127 | PVC Water Tank 1000 Ltr |
| 128 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the costofcentringandshutteringin:b)Wallsincludingattached buttresses, pilasters and their caps and bases and string courses etc.up to floor two level. |
| 129 | White washing with lime on new work (two or more coats) to give aneven shade. |
| 130 | Grassing with \" Doobs\" Grass (Grassing with \"Doobs\" grass includingwateringandmaintenanceofthelawnfor30daysor more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed) |
| 131 | (i) In rows 15 cm apart in either direction |
| 132 | (ii) In rows 7.5 cm apart in either direction |
| 133 | PlantingofTreesandtheirMaintenanceforoneYear(Plantingof trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dugintheground,mixingthesoilwithdecayedfarmyard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) |
| 134 | Edgingwith2ndclassBricks,laiddrylengthwise(Edgingwith2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation,withahandpackingandspreadingnearlysurplusearthnwithin a lead of 50 metres) |
| 135 | Cost of Loading, Unloading and Haulage |