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| 1 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area |
| 2 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sq.monplan)includingdisposalofexcavated earthleadupto50mandliftupto1.5mdisposed earthtobeleveledandneatlydressedincluding providingbarricading,dangerlightingguardingas directed in :All types of Ordinary rock including all types of laterite rock, blasting prohibited. |
| 3 | Earthwork in excavation in foundation pipelinetrenches, drain in saturated soil upto a depth of 0.60 m lift upto 1.50 m including shoring, strutting and pumping/bailing out water stacking the excavated soil not more than 5 m. clear from the edge the excavation and returning the stacked soil in 0.15 m layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming, watering and disposing of all surplus excavated soil within a lead upto 20m. |
| 4 | Extra for earthwork excavated in saturated soil forevery 0.30 m depth or part thereof over 0.60 mdepth below water table including pumping andbailing out water |
| 5 | Extra for additional depth of 1.5 m or part thereofin: a) All types of soil |
| 6 | Earthwork in excavation by mechanical means (hydraulicexcavator)/manualmeansinfoundation pipelinetrenchesdrain(notexceeding1.5min widthor10sq.m.onplan)includingdressingof sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplusexcavated soil asdirected withinalead of 50 m. b) All types of Ordinary rock including all types oflaterite rock, blasting prohibited |
| 7 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth inlayersnotexceeding20cmdepthconsolidating eachlayerrammingandwateringleadupto50M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 8 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete.A) Sand |
| 9 | Rubble packingwith hardlaterite stone under floors including watering ramming and consolidatingetc.inpipelinetrenchesandother foundations complete. |
| 10 | Lateritemasonryinneatlydressedstonesofsize as specified in cement mortar 1: 4 (1 cement : 4 coarse sand)in foundation and basement. |
| 11 | Extra for flat semi-circular or segmental arch works . |
| 12 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. |
| 13 | Providing and fixing Laterite stone work of 15cms thickness with machine cut edges/Hand dressed for wall lining etc. backing filled with a grout of 12mm cement mortar 1:3(1 cement : 3 coarse sand) including pointing in white cement mortar 1:2(1 cement : 2 fine sand) with an admixture of pigment matching the stone shade brought to line and level. |
| 14 | Providingand laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : a) All works upto plinth level |
| 15 | Making plinth protection 50mm thick of Cement Concrete 1:3:6 (1cement: 3 Coarse Sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry laterite aggregate 40mm nominal size well rammed and consolidated and groutedwithfinesandincludingfinishingthe top smooth. |
| 16 | Providingand layingin position machine batched concrete (BMC), machinemixedand machine vibrated design mix cement concrete of specifiedgradeforreinforcedcementconcrete workincludingpumpingofconcretetothesite oflayingbutexcludingthecostofcentering, shuttering, finishingand reinforcement includingadmixturesinrecommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing the strength and durability as per the directionoftheEngineer-in-charge.M25grade of reinforcedcementconreteby using 410kgof cementpercu.m.ofconcrete.Allworksupto floor V level. |
| 17 | Providing and laying plum concrete in cement concrete 1:2: 4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 mm nominal size) with plums not exceeding 30% of the volumne of the finished concrete of size ranging from 150 to 300 mm (but the maximum dimension not exceeding 1/3rd (one third) the least dimension of member under consideration excluding the cost of centering and shuttering: A) With granitic or basaltic stone plums in :(I) foundation and plinth |
| 18 | Centering and shuttering including struttings, propping etc. and removal of formwork for : A) Foundations, footings, bases for columns and mass concrete. |
| 19 | Centering and shuttering including struttings, propping etc. and removal of formwork for (B)vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. |
| 20 | Centering and shuttering including struttings, propping etc. and removal of formwork for (C)Columns, Pillars ,piers,abutments, posts and strut, square, rectangular, polygon in plan. etc. |
| 21 | Providing corrosion resistant steel CRS-50 bars of (SAIL, TATA, VIZAG, JSW Steel Ltd.)(Confirming to IS 1786 if 1985) for RCC work including bending, binding & placing in position in all the floorsalong with factory made precaste concrete cover blocks of specified s izes whose compressive strengthis not less than that of surrounding concrete in the structural member . |
| 22 | Providing and laying filter media with Granularmaterials crushed stone Aggregates satisfying thererquirement As Per Clause 2504.2.2 of MOSRT & H Specification to a thickness of 500 mm laidhorizontally in layers of 250mm thick and compacted to firm condition etc. complete as direction by Engineer-in-charge. |
| 23 | ProvidingandlayingSadarhalliGrey Granite stone flooringin required design and patterns, in linear as well as curvilinear portionsallcompleteasperthearchitecturaldrawings with 20 mm thick stone slab over 35 mm (average) thick base ofcementmortar1:4(1cement:4coarsesand)laidand jointedwithcementslurryandpointingwithwhitecement slurry admixed with pigment of matching shade including rubbing,curingandpolishingetc.allcompleteasspecified and as directed by the Engineer. |
| 24 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. |
| 25 | Providing and applying white cement basedputty of average thickness 1.00mm of approvedbrand and manufacturer, over the plastered wallsurface to prepare the surface even and smoothcomplete. |
| 26 | Raking out joints in lime or cement mortar andpreparing the surface for repainting orreplastering including disposal of rubbish to thedumping ground within 50 mts. lead.sq.m |
| 27 | Painting three or more coats with acryllicexterior paint of approved brand andmanufacture (Such as Dulex/ Asian Paints/Sherwin Willians) including applying one coat ofcement primer and one coat of surface treatmentetc. complete. |
| 28 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. (13.52.1) On steel work |
| 29 | Providing and laying in design & pattern factory made PVC RUBBER MOULDED Interlocking Cement Concrete paver blocks of M35/M40 strength, thickness & size/shape, made by table vibratory method using Rubber mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with river/manufactured sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineer.A) 60mm thick -Grey colour (M35 grade) |
| 30 | Providing and laying in design & pattern factory made PVC RUBBER MOULDED Interlocking Cement Concrete paver blocks of M35/M40 strength, thickness & size/shape, made by table vibratory method using Rubber mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with river/manufactured sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineer. (B)60mm thick -Coloured other than Grey (M35grade) |
| 31 | Providing and fixing Granite stone slabs (flamed finish) 18mm thick in risers of steps, skirting, dado and pillars laid on cement paste and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. b)Cherry Red |
| 32 | Supplying and stacking of good earth at site including royalty and carriage upto 1 km. (earth measured in stacks will be reduced by 20% for payment). |
| 33 | Turfing lawns with fine grassing including ploughning, dressing including breaking of clods, removal of rubbish, dressing and supplying doob grass roots at 10cm apart including supplying and spreading of farmyard manure at rate of 0.6 cum per 100 sqm as per MORTH Specification 307 |
| 34 | Maintenance of lawns with fine grassing for the first year including watering, etc.as per MORTH Specification 307 |
| 35 | Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metre and supplying and planting hedge plants at 30 cm apart as per MORTH Specification 307 a) Planting Permanent hedges including digging of Trenches |
| 36 | Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metre and supplying and planting hedge plants at 30 cm apart as per MORTH Specification 307. b)Maintenance of hedge for one year |
| 37 | Planting and Maintaing of Flowering Plants and shrubs as per MORTH Specification 307 a) Planting flowering plants and shrubs in central verge |
| 38 | Planting and Maintaing of Flowering Plants and shrubs as per MORTH Specification 307. b)Maintenance of flowering plants and shrubs in central verge for one year |
| 39 | Supply and plantation of following types of healthy, decorative, flowering plants, trees , hedges, land covers etc. Including their maintenance up to 12 months as per specification and directionof theconsultantsand also replacing with similar plants in case of death of any plants. The plant will be selected and approved byconsultants before plantation.Psidium Guava, Guava - 4 feet tall / Jaam (Red, white) - 4 feet tall |
| 40 | Supply and plantation of following types of healthy, decorative, flowering plants, trees , hedges, land covers etc. Including their maintenance up to 12 months as per specification and directionof theconsultantsand also replacing with similar plants in case of death of any plants. The plant will be selected and approved byconsultants before plantation. Ficus sps |
| 41 | Supply and plantation of following types of healthy, decorative, flowering plants, trees , hedges, land covers etc. Including their maintenance up to 12 months as per specification and directionof theconsultantsand also replacing with similar plants in case of death of any plants. The plant will be selected and approved byconsultants before plantation.Michelia Champaca- average heights range 5 feettall /Mimusops elengi - average heights range 5 feettall |
| 42 | Supply and plantation of following types of healthy, decorative, flowering plants, trees , hedges, land covers etc. Including their maintenance up to 12 months as per specification and directionof theconsultantsand also replacing with similar plants in case of death of any plants. The plant will be selected and approved byconsultants before plantation. Plumeria Rubra- average heights range 10 feettall |
| 43 | Supply and plantation of following types of healthy, decorative, flowering plants, trees , hedges, land covers etc. Including their maintenance up to 12 months as per specification and directionof theconsultantsand also replacing with similar plants in case of death of any plants. The plant will be selected and approved byconsultants before plantation. Lady palm / Macarthur palm /Custard Apple - 4 feet tall |
| 44 | Planting of trees by the roadside (Avenue trees) in 0.60m dia holes, 1 m deep dug in the ground mixing the soil with decayed farmyard/sludge manure, planting thesaplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year as per MORTH Specification 307 |
| 45 | Providing water proofing treatment over the new R.C.C. roofs terrace toilet by spreading cement slurry over the R.C.C. slab and laying of 10cms. Average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with damp proof of Hindustan water proofing co. Or equivalent jointless water proofing plaster of mix 1:3 ( 1cement : 3 find sand), finished smooth with wooden trowel with false marking of 30 cms square. The vertical surface of the adjoining walls are to be treated upto a height of 30cms including rounding of junction (the rate includes for complete items including labour and materials and including cost of initial treatment of roof slab as follows. The injunction of damp proof or equivalent compound with cement solution will be given as and when found necessary for filling honey comb, cracks etc. in the R.C.C. slabs). NOTE: cement consumption 25 kg/sq.m. |
| 46 | Providingand fixing chlorinated polyvinyl chloride (CPVC)pipesconfirmingtoIS:15778 havingthermalstabilityforhotandcoldwater supplyincludngallCPVCplainandbrass threaded fittings CPVCsolvent cement, trenching , refilling and testing of joints complete asper direction ofthe Engineer in charge. (External work (heavy duty SDR 11 pipe) a) 15 mm nominal outer dia pipes |
| 47 | Providing andfixingchlorinatedpolyvinyl chloride(CPVC)pipesconfirmingtoIS:15778 havingthermalstabilityforhotandcoldwater supplyincludngallCPVCplainandbrass threaded fittingsCPVCsolventcement, trenching, refilling and testing of joints complete asper direction ofthe Engineer in charge.(External work (heavy duty SDR 11 pipe) b)20 mm nominal outer dia pipes. |
| 48 | Providingandfixingchlorinatedpolyvinyl chloride(CPVC)pipesconfirmingtoIS:15778 havingthermalstabilityforhotandcoldwater supplyincludngallCPVCplainand brass threadedfittingsCPVCsolventcement, trenching , refilling and testing of joints complete asper directionofthe Engineer in charge.(External work (heavy duty SDR 11 pipe) c) 25 mm nominal outer dia pipes. |
| 49 | Providingandfixingchlorinatedpolyvinyl chloride(CPVC)pipesconfirmingtoIS:15778 havingthermalstabilityforhotandcoldwater supplyincludngall CPVCplainandbrass threadedfittingsCPVCsolventcement , trenching , refilling and testing of joints complete asper directionofthe Engineer in charge.(External work (heavy duty SDR 11 pipe) d)32 mm nominal outer dia pipes. |
| 50 | Providingandfixingchlorinatedpolyvinyl chloride(CPVC)pipesconfirmingtoIS:15778 havingthermalstabilityforhotandcoldwater supplyincludngallCPVC plainand brass threadedfittingsCPVC solventcement, trenching, refilling and testing of joints complete asper direction ofthe Engineer in charge.(External work (heavy duty SDR 11 pipe) e) 40 mm nominal outer dia pipes. |
| 51 | Providingandfixingchlorinatedpolyvinyl chloride(CPVC)pipesconfirmingtoIS:15778 havingthermalstabilityforhotandcoldwater supplyincludngallCPVCplainandbrass threadedfittingsCPVCsolvent cement, trenching, refilling and testing of joints complete asper directionofthe Engineer in charge.(External work (heavy duty SDR 11 pipe) f) 50 mm nominal outer dia pipes. |
| 52 | Providingandfixingbrassstopcock(heavy)of approved quality : b) 20 mm nominal bore |
| 53 | Providingandfixingbrassfullwayvalve (heavy) duty with wheelof approved quality : c) 25 mm nominal bore . |
| 54 | Providingandfixingbrassfullwayvalve (heavy) duty with wheelof approved quality : d) 32 mm nominal bore |
| 55 | Providingandfixingbrassfullwayvalve (heavy) duty with wheelof approved quality : e) 40 mm nominal bore |
| 56 | Providingandfixingbrassfullwayvalve (heavy) duty with wheelof approved quality : f) 50 mm nominal bore . |
| 57 | Providingand fixing ball valve (brass) of approved quality : a) High pressure with P.V.C. floats: 3) 25mm nominal bore |
| 58 | Providingandplacingonterraceroofoffloor two (1stflor roof single piece rotational moulded polythenewaterstoragetankhavingISImark and conforming toI S 12701; 1996. c) 1000 lit. Capacity |
| 59 | Providing and fixing weepholes withrigidPVC make laid in position with a required slope and level while layingpipes of approved the concrete o retaining wall.wing wall and earth retainig structure complete as directed by the Engineer in charge (A) 110 dia |
| 60 | Steel work in built up tubular (round, square or rectangularhollowtubesetc.)(SquareHollow Section(SHS)IS4923/RectangularHollow Section(RHS)IS4923/CircularHollowSection (CHS)IS1161closedStructuralSteelof(SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (MinYeildStress310Mpa))trussesetc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer,includingweldingandboltedwith special shaped washers etc. complete. |
| 61 | Providingandfixingstainlesssteel(Grade304) railingmadeofHollowtubes,channels,plates etc.withhairline finish, includingwelding, grinding,buffing,polishingandmaking curvature(whereverrequired)andfittingthe same withnecessarystainless steelnutsand boltscomplete,i/cfixingtherailingwith necessary accessories & stainless steel dash fasteners,stainlesssteelboltsetc.,ofrequired size,onthetopof theflooror thesideofwaist slabwithsuitablearrangementasperapproval of Engineer,( for paymentpurposeonly weight ofstainlesssteelmembersshallbeconsidered excludingfixingaccessoriessuchasnuts,bolts,fasteners etc.). |
| 62 | Supplying & installation Three Seater benches of size 1500mm with cast iron legs and fibre material strips with 4mm thick MS patti as back support, Nut& bolt including cost of labour for fixing and concreting finishing as per the detail provided and as approved by client/consultant. |
| 63 | Fixing water meter & stop cock in G. I. Pipe line including cutting & treading the pipe and making long screw etc. complete (cost of water meterand stop cock to be paid separately) |
| 64 | Providing and fixing 1st quality ceramic glazed wall tiles (Johnson, Somany, Kajaria )conforming to IS:15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand ) and jointing with grey cement slurry @3.3kg per sq.m including pointing in white cement mixed with pigment of matching shade complete. b) Wall Ceramic Glazed Tiles : 300 x 450 |
| 65 | Providing and and laying antiskid floor tiles 12 x 12 upto 16 x 16 in of Johnson, Somany, Kajaria (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in shades as specified laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., completeb) Light Shades |
| 66 | Demolishing R.C.C. work including stacking of steel bars & disposal of unserviceable within 50mts. lead. |
| 67 | Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead. |
| 68 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. |
| 69 | Dismantling doors, windows and clearestory windows (steel or wood) shutters including chowkhats architrave holdfast etc. complete and staking within 50 mt. Lead (a )Of area 3 sq.m. and below |
| 70 | Dismantling W.C pans of Indian, western, Anglo-Indian make, wash basins,urinals, including stacking of material within 50mts lead. |
| 71 | Dismantling the tile work in floors and roofs laid in cement including stacking of materials within 50 meters lead for thickness of tiles 10mm to 25mm. |
| 72 | Dismantling asbestos sheet roofing including ridges, hips valley and gutters and stacking the material within 50 meters lead. |
| 73 | Demolishing brick work in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50mts. lead. |
| 74 | Providing and fixing of sliding gate for 5.00 meter wide opening,and 1.50 M height fabricated in50 mm dia , 12mm square bar latterrally supported the 6mm thick M.S. sheet .The entire shutter is rested onwheels with box which in turn is rested on 20 mm dia MS round bar fixed to the 75mm channel embeded in the road concrete by means of lugs for sliding arrangement including all necessary holding and locking arrangement complete, as directed by engineer incharge. |
| 75 | Providing and Installingthe playequipment FOUR SEATED SEESAW (3000mm x 500mm x 800mm) ofapprovedmakeand installed as per manufacturers specification , the main structure made up of of Galvanised iron (GI) with 4 seats of plastic, allthesectionsshallbe ofPVC powder coated with external grade material over the sections etc. complete as directed by Engg incharge. |
| 76 | ProvidingandInstalling theplayequipmentWAVE TUNNEL (2500mm x760mm x 1500mm) ofapprovedmakeandinstalledasper manufacturersspecification with the main structure made up of plastic with small children bench and metal barricading etc. complete as directed by Engg incharge. |
| 77 | ProvidingandInstalling thePlayequipmentALPHA SWING (2150mm x 900mm x 2150mm) ofapprovedmakeandinstalledasper manufacturersspecification ,the main structure made up of rubber coated chains & flexible plastic seatetc.complete as directed by Engg incharge. |
| 78 | Provideing and Installing the Play EquipementLONG SLIDE (4500mm x 2100mm) of approved make and installed as per manufacturers specification, the main structure made up of galvanized iron & plastic slide, allthesectionsshallbewith PVC powder coated with external grade material over the sections etc. complete as directed by Engg incharge. |
| 79 | Carting away of the debris away from the site including loading in to truck unloading upto 10 kms away from the site as per directions of the architect/ Engineer in-charge. |
| 80 | Supplying and erecting integrated LED street light fitting 60W IP65 & IK08 class having single piece pressure die-cast aluminium housing, having system lumens output of Min. 6600 Lumens, min. efficacy of 110 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.95, operating range of 140-270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs. at L70B50, including driver complete with 3 Years warranty as per specification No FG-ODF/FLS2. with Supplying and erecting Street light bracket for erection of Double fitting on tubular welded pole with 40 mm. dia 1.0 m. length “B” class G.I .pipe along with pole cap of 125mm dia 600 mm long duly welded as per specification no. FG-BKT/BPC with Supplying and erecting G.I. pipe pole ‘B’ class 80 mm dia 6 m long with pole cap, base plate in provided foundation as per specification no. OH-PL/GI |
| 81 | Supplying and erecting cylindrical shaped integral decorative with high power 12W-16W LED bollard upto 1000mm with opalacrylic diffuser and IP65 protection on provided foundation complete. |
| 82 | Supplying, erecting, testing and commissioning of outdoor type feeder pillar panel made of CRCA sheet 14 guage which has the following components: Programmable Digital Almanac Timer Micro-controller based with real time clock to operate on derived switching “ON” & switching “OFF” street light as per daily sunset and sunrise respectively automatically having 4 digit LED continuous time display, relay output 230V / 10A.power contactor of 4 pole 40A - 1 noincomer MCB of 50A TPN - 1 no MCB of 10A TPN - 3 no |
| 83 | Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosure with CI/RCC coverhaving locking/Lifting arrangement and watering pipe etc. (but without charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation ofpit of size 1.0x1.0x 3.0 mtrs(min) and disposal of excavated soil.c)Watering GI pipe, 20mm, Class B,with funnel as per specs. d)Charcoal/salt as per specs ( paid seperately). e) Refilling the pit of size 1.0x1.0x 3.0 mtrs(min) with soft black agriculture soil of minimum resistivity i/c transportation. e)Masonary chamber with proper foundation, cover plate and locking arrangement. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe.g)watering arrangement(plumbing will be paid seperately). \"(a) In soily strata |
| 84 | Extra for using salt and charcoal for GI or copper plate earth electrode as required( 96 Kgs of Charcoal and 5 Kgs of Salt) |
| 85 | Providing and fixing 25 mm x 5 mm GI strip on surface or in recess for coneections etc. as required |
| 86 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of sizeexceeding 120 sq.mm but not exceeding 400 sq.mm on surface,etc.complete as required |
| 87 | Supply of4 core armoured PVC/XLPE insulated, PVC sheathed copper conductor cable of 1.1 KV grade with ISI markconforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size. (3) 4 Core 4 sq.mm |
| 88 | Laying of one number additional PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm direct in ground in the same trench in one tier horizontal formation including excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Incharge,sand cushioning with screened sand bed of 20mm thick , protective covering with bricks placed breadth-wise on top of cable all over the run( the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15 cm crown on the top complete as required. (a) In soily strata |
| 89 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cable in the independent recessed PVC conduit(heavy) of appropriate size as required. (a) 2 x 1.5 sq.mm + 1 x 1.5 sq.mm earthwire (20mm Conduit) |
