Tender For Establishment Of New Nursery In Sankhu Range Rajgarh - PWD 1.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 420 Rmt x 3 m Wide 3 PWD 1.8 Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils (A) Pillar 84 Pillars x 0.45m x 0.65m x 0.75m total 18.43 (B) Boundary Wall 382.20m x 0.53m x 0.75m total 151.92 cum Grand total 170.35 4 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). nominal size). (A) Pillar 84 Pillars x 0.45m x 0.65m x 0.15m T 3.69(B) Boundary Wall 382.20m x 0.53m x 0.15m T 30.38 GT 34.07 5 Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :Cement Mortar 1:6 (1-Cement:6-Sand). (A) Pillar 84 Pillars x 0.45m x 0.65m x 0.60m T 14.74 (B) Boundary Wall 382.20m x 0.53m x 0.60m T 121.54 GT 136.28 6 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand). (A) Pillar 84 Pillars x 0.45m x 0.53m x 1.80m T 36.06 (B) Boundary Wall 382.20m x 0.38m x 1.80m T 261.42 GT 297.48 7 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thick. (A) Pillar= 84 Pillars x 2 Side x 0.60m x 1.80m (B) Boundary Wall 2 Side x 382.20m x 1.80m 8 Constructionoftubewellfromgroundlevel&up to100mtr depth to accommodatehousing and assemblypipe of followingsizesinalltypeofalluviumstrata unconsolidated formationsuchaspebbles,bouldersetc.by percussion/rotary drilling method as per IS:2800 Part 1: 19g1 and IS.2800PartII:1979(bothamendeduptodate)and technicalspecifications,withgravelasperIS:4097-1967and its packing as per IS: 2B00 (Part I & II) 1979 as amended up to date(thework includesthecostofgravel&it’sprimary packing and packing during development,loweringof housing &strainerassemblypipeswithsupplyandwrappingofcoir- rape, wherever necessaryfor arrestingfine sand particles and development work,butexcludingthecostofhousing and strainerpipeassembly).Theworkwouldbecompletedafter obtaining sand free water. Nominal bore 200 mm dia. 9 Providing and Lowering of ISI mark Medium wellPVC-U casing and screen pipe (CM) as per IS : 12818 : 2010 or amended up to date having pipe thickness as per IS code suitable for bore well with threading , winding with superior quality of plastic mesh & rope in three layers with end cap complete as per technical specification and direction of Engineer In charge. 100 mm nominal dia ( internal dia ). 10 Labourcharges for making slots on blank pipes made of ERW MS black pipe Of following sizes, the slotting should be as per S:814 0-2000 or as amended up to date. 200 mm dia nominal bore. 200 mm dia nominal bore. 11 Providing&layingbsl markedGI Pipe A (light)classas per IS:1239 part 1 2004 or amended up to datefor casing pipe for submersiblecableexternal/internal wark 40 mm dia complete in all respect. 12 Supply&Installationof3phasePSImarkedsubmersible motor pump set offive star rating by BEE and as per IS: 8034- 2018 (pump}and IS9283-2013(motor)or as amendedupto date of approved make Of following dugcondition with requiredaccessoriesincludingmakinQconnectionsuitable for tubewell/DCB.Thejobincludes loweringofmotorpump installation of complete fitting & accessories, jointing of electricalcablesuptoswitchboard,testingofsubmersible pumpsetand interconnection uptowater mains,completein all respect Up to 5.5 KW (7.5 HP) & head above 120 mtr. 13 Supplyand Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-deta starter, ver load relay,ampere meter with CTs, volt meter, phase preventor,suitable startingcapacitors,phase indicators, lightingarrangement etccompletesuitableforthreephase pumpset.Thepanelshouldhavespaceforenergymeter( suppliedbyDISCOM), All these equipmentsshall be housed by panel box made out from 18 guage M.S. Sheet with powder coating.Panelshouldbeof minimumsize900x600x450 mmwith Stand ( made of angle iron of size 35x35xflmm)duly bolted/screwed withenclosureboxhaving4 legs,eachleg’s length18anddoubledoorincludingin built lockingsystem, Thelegsshouldbeembeddedin M-15cementconcreteplat form.The sizeof CC plateformshould be equal or bigger than bebasesize ofpanel having height of at least 200 mmfrom groundlevelThepanel shouldhave opening of suitablesize in front of space for energy meter with glass for meter reading. Theoperationofpanelshouldbesuitablefor 440VoltAC Sap@Y Above 5 HP and up to 10 HP 14 Supply & Fixing of Islmashed three core PVC flat submersible cableas per IS 694:1g90 or amended up to date andconductor asperclass5ofIS8130:19B0 including making connection etc.3 core 4.0 Sq.mm 15 Supply&FixingXLPEinsulated/ P.V.C.sheathedcableof 1.1 KV grade with aluminiumconductorArmouredof IS:709B- 1/1554-1approvedmake !ngroundasperIS:1255including excavation of 3Dcmx7Scm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction ofearth,makingnecessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core 16 PlateEarthingasperIS:3043withG.I.Earthplateofsize 600mmx600mmx6.0mmbyembodying 3 to 4 mtr,below the groundlevelwith20 mmdia.G.1.’B’classwateringPipe includingallaccessorieslikenut,bolts,reducer,nipple,wire meshed tunnel, and GG.fnished chamber covered with hingedtypewithlockingarrangementC.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layersof salt and coke/charcoal, testing of earth resistance as required. 17 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts andboltsetcforholdingtheriserpipeassemblyof submersible pumpset. 18 Supply& Fixingtubewellcover ofMSsheet8mmthickat top & Smm thick 100mm wide shroud around the edge so as to form a capon the top end of casing pipe with GI Nipple 45cm long8twoGIflangesatbothendsin80mmsizespassing through a hole in the centre of MS sheet. A 25 mm socket with endplugshallalsobeweldedovertopplate.AGInipple havingoutsidethreadofsize1/2(farinstallationpressure gauge) shall be provided &weldedwith80mm GI nipple near top plate nipple shall be provided wth end plug. 200 mm dia 19 Providin g & Fixing pump sofety cage as per specifications or as directed by Engineer in charge. 20 Providing& Fixingofdoubleflanged,Cl body,Islmarked NRV of approved make of following sizes 65 mm dia 21 Providing,lowering,aligning,fixing in positionin pipe line, C D/FSluicevalvesofapprovedmakeoffollowingPressure rating & dia complete,confirming to IS:14846 (amended up to date)andoffollowingspecifications:Body,Bonnet,Wedge Gland,ThrustPlate,Cap&HandwheelofGreycast ironof IS:2101 FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ is , Face to face dimensions as per IS 14846/2000(amendeduptodate),Allexposedmachined ferroussurfacesshall be paintedwith onecoatof aluminium red ox1de primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming toIS9862orIS2932(Non-ToxicsuitabIefordrinkingwater) applied inside and outside, Flanges Drilled as per IS 1538.Nut- Bolt confirming toIS:4 363andIS:1367/CS/galvanised steel.InsersionrubberofblackEPDM6mmthick.Suitable support structure asperdirections ofEIC. Sluice valves includingalljointing&jointingmaterial,labour,testingand commissioningalong with pipe line as per Technica Specifications and as per direction of Engineer-incharge.Note: Rates are exclusiveof tail piece/ dismantlingjoints and earth work Manually Operated CI Sluice valve of Glass PN-1.0 80 mmdia HW 22 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil SizeSize 2 Nos. x 5.75m x 0.45m x 0.60m Size 2 Nos. x 3.15m x 0.45m x 0.60m 23 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). Size 2 Nos. x 5.75m x 0.45m x 0.15m Size 2 Nos. x 3.15m x 0.45m x 0.15m 24 Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) Size 2 Nos. x 5.75m x 0.45m x 0.45m Size 2 Nos. x 3.15m x 0.45m x 0.45m Size 2 Nos. x 5.60m x 0.30m x 0.60m Size 2 Nos. x 3.00m x 0.30m x 0.60m 25 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M15 grade Nominal Mix1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). Size 5.00m x 3.00m x 0.30m 26 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1 : 4 (1 cement : 4 coarse sand) size 2Nos.x5.60mx 0.30 m x 1.80 m size 2Nos.x3.00mx 0.30 m x 1.80 m 27 Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4,with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge 5.45 m x 3.45 m Deduction (-) 0.60 m x 0.60 m of Gate 28 Providing and laying brick kharanjaon roofs with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound in square pattern 55mm to 60mm thick average 5.45 m x 3.45 mDeduction (-) 0.60 m x 0.60 m of Gate 29 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick (Inside) size 2Nos.x5.00m x 2.10 m size 2Nos.x3.00m x 2.10 m 30 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :20mm thick. (OutSide) size 2Nos.x5.60m x 2.70 msize 2Nos.x3.60m x 2.70 m Top 5.45 m x 3.45 m Deduction (-) 0.60 m x 0.60 m of Gate 31 Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. (As per Outside Plaster) 32 oehZ dEiksLV fuekZ.k dk;Z Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil Size 5.5 m x 2.50 m x 0.90m 33 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). Size 2 Nos. x 5.46m x 0.30m x 0.15m Size 2 Nos. x 2m x 0.30m x0.15m 34 Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) 35 Plaster on new surface on wall in cement sand mortar 1:6 including racking of joints etc. complete fine finish : 20 mm thick (Inside) 36 Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. (As per Outside Plaster) 37 cht Hk.Mkj d{kEarth work in excavation by mechanical means (HydraulicExcavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 38 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). nominal size). 39 Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks:Cement Mortar 1:6 (1-Cement:6-Sand). 40 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand). Item No. B-5, 5.2.2 41 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). nominal size).Floor 2.10m x 2.10m x 0.15m 42 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thick. 43 GKN Rajgarh th-vkbZ- pn~nj 24 xst ¼0-63 feeh½ 3.00m x 2.40m 44 Gate and White Washing Work 45 Earth work in excavation by mechanical means (HydraulicExcavator)/manual means in foundation trenches or drains (not exceeding1.5m in width or 10sqm on plan) including dressing of sides and ramming ofbottoms,lift upto 1.5m ,including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.or part thereof: 46 Providing and laying in position cement including curing compation etc. of specified grade excluding the cost of centering and shuttering=All up to plinth level 1:4:8(1 cement:4coarse sand:8 graded stone aggregate 40mm nominal size). (2 Pillarx 0.60 x 0.60 x 0.15) 47 Brick work with F.P.S.bricks of class designation 75 in foundation andplinth in :Cement Mortar 1:6 (1-Cement:6-coarse sand) (2 Pillar x0.60 x 0.60 x 0.60) . 48 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) (2 Pillar x0.60 x 0.60 x 1.35) 49 Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish:20 mm thick.2 Pillar x4 x 0.60 x 1.80 2 Pillar x0.60 x 0.60 50 Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. As per Plaster 51 Purchase and Fixing of Gate 52 Transportation of Gate at Plantation site 53 iDds cSM fuekZ.k dk;Z Laying out the beds in nurseries (size 10m long and 1.2 mwide) 54 Construction of beds having size 10 m x 1.20m x 0.40 m(Includes removel of dugup soil from nursery, dressing and levelling of beds) in clayey loamy soil.30 beds x 10 m x 1.20m x 0.40 m 55 Supplying and fixing of Kota stone minimum 30mm thick in beds. Size 30 beds x2 (10m x 0.60m + 1.20m x 0.60m) 56 Inspection Path in Nuresry Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 2 x (150 m x 0.30 m x 0.30 m) 57 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). 2 (150 m x 0.30 m x 0.15 m) 58 M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).2 (150 m x 0.23 m x 0.40 m) 59 Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed:All kinds of soil 150 m x 3.00 m 60 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). 150 m x 3.00m x 0.15m 61 Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006 (A) Category A Denated units to key into each other on four faces 150 m x 3.00 m
