Kurukshetra University Tender
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Kurukshetra University - KUK Tender
Solid Waste Management
Eprocure
Opening Date9 Jun 2022
Closing DateCancelled
Tender Amount₹ 1,15,00,000
Costs
EMD
₹ 2,30,000Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HRY_224889_1Bid Award Id
ViewTender No
KUK/Constn/2022/8Tender Authority
Kurukshetra University ViewPurchaser Address
-Website
http://https://haryana.gov.in/
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Documents
BOQ Items
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100mminternaldiameterofpipeline laidcomplete
1213
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150mminternaldiameterofpipeline laidcomplete
210
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200mminternaldiameterofpipeline laidcomplete
430
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ProvidingandfixingUnplasticisedfabricatedPVC,(Unplasticisedpolyvinylchloride)couplers(4kg/cm2)onPVCpipesusedforpotablewatersupply IS-4985:1988includingcostofadhesive,carriage,loading,unloadingetc. completeinallrespectstothesatisfactionofEngineer-in-Charge.(Excavationwill bepaid separately) 20.60.1 Size90mmo/d
3633
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Size 110mmo/d
300
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Size160mmo/d
76
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Size200mmo/d
114
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CuttingA.C./P.V.C.pipesandspecialsandchippingorfilingsurfacetoauniformfinish. 20.9.2 80mmi/d
69
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100mmi/d
24
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150mmi/d
4
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200mmi/d
9
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Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipelines andspecial tees, bends, sockets, elbow etc. inside building and testing etc.completeincluding cuttingthreading 20.20.1.6 50mm internal diameterofpipeline
2153
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Extraforfixingsluicevalves/flapvalvessocketedorflangedincludingcartage fromstoresornearest Railway Stationtosite ofworks. 20.10.1 80mmi/d
1
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100mmi/d
1
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-
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150mmi/d
1
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200mmi/d
1
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Fixingballvaluesincludingcartagefromdivisionalstoresornearestrailway stationto siteof works. 20.34.6 50mminternaldiametre
287
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DismantlingofflexiblepavementbyMechanicalMeans
67.5
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Demolishingcementconcretemanually/bymechanicalmeans includingdisposal of material within 50 metres lead as per directionofEngineer-in-charge.5.23.2 Nominalconcrete1:2:4orleanermix(i/cequivalentcum designmix)
56.25
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Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - All workbelowplinthlevelanduptoFloorI Vlevel 6.1.2 1:2:4(1 cement:2coarsesand(zone-III):4 gradedcumstoneaggregate20mmnominalsize)
28
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1:4:8(1Cement :4coarsesand(zone-III):8gradedcumstoneaggregate40mmnominalsize)
28.68
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Providing,lowering,layingintrenches,aligning,fixinginpositionandjointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potablewater with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excludingspecialaccessories)completeincludingallmaterial,labour,hydraulictestingandcommissioningasper TechnicalSpecificationsandasperdirectionof Engineer. 20.63.3 200mmi/d
800
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CuttingDIpipeandchippingorfillingthesurfacetoauniformfinish 20.66.3 200mmi/d
17
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Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (notexceeding 1.5 m in width or 10 sqm on plan), including dressingof sides and ramming of bottoms, lift up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavatedsoilasdirected,withinaleadof50 m. 4.14.1 All kind sof soil
6.81
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Brickworkwithcommonburntclaynon-modularbricksofclassdesignation7.5infoundationandplinthin: 7.21.1 Cementmortar1:4(1cement:4coarsesand)
2.8
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Providing and laying in position specified grade of reinforcedcement concrete, excluding the cost of centering, shuttering,finishingandreinforcement-Allworkuptoplinth level : 6.14.2 1:2:4(1cement : 2coarsesand(zone-III) :4gradedcumstoneaggregate20mmnominalsize)
0.46
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12mmcementplasterofmix: 11.5.3 1:4(1cement:4finesand)
13.25
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Steel reinforcement for R.C.C. work, where not included in thecomplete rate of RCC, including straightening, cutting, bending,placing in position, binding, wastage, overlaps, welded joints,spacer bars, chairs, stays, hangers and annealed steel wire etc.completeinallrespectbelowplinth level. Note:-Reinforcementshallbemeasuredinlengthincludinghooks, if any, separately for different diameters as actually usedinwork,excludingoverlaps.Wastage,overlaps,couplings,welded joints, spacer bars, chairs, stays, hangers and annealedsteel wire or other methods of binding & placing shall not bemeasuredandcostoftheseitemsshallbedeemedtobeincludedintheratesforreinforcement. 6.33.6 Thermo-MechanicallyTreatedbarsofgradeFe-500Dormore.
35
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Fixingcostironsluicevalvesurfaceboxes/indicatingplatesincludingcartage from Divisional Storesor nearest Railway Stationand embeddingtocorrect levelsincementmortar1:3
4
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Providing,lowering,layingintrenches,aligning,fixinginpositionandjointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) jointssuch as tees, bends, tapers, caps etc. with in trenches in DI pipe linecomplete including all material, labour, testing and commissioning alongwithpipelineasperTechnicalSpecificationsandasperdirectionofEngineer. 20.68.1 Upto300mmdia.
200
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Supply of UPVC pipe 6kg. pressure pipe confirming to IS: 4985-2000 Supreme/Finolex/Astral make 90mm dia.
14795
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110 mm o/d
1213
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160mm o/d
210
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200mm o/d
430
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Supply of B-Class G.I pipe 50mm i/d IS : 1239 Jindal Tata make
2153
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Supply of UPVC Tee Supreme/Finolex/Astral make 90 x 90 x 63mm
265
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90 x 90 x 90mm
48
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110 x 110 x 63mm
13
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110 x 110 x 90mm
6
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160 x 160 x 63mm
1
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160 x 160 x 90mm
3
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160 x 160 x 160mm
4
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200 x 200 x 90mm
13
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200 x 200 x 200mm
1
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Supply of UPVC Reduce Supreme/Finolex/Astral make 90 x 63mm
8
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-
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110 x 90mm
2
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-
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160 x 90mm
1
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-
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160 x 110mm
1
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-
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200 x 90mm
1
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-
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Supply of UPVC bend Supreme/Finolex/Astral make 90 x 90mm
55
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-
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110 x 90mm
4
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-
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50mm G.I El bqw (UNIK/UNCO make)
574
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50mm dia G.I Ball Value ISI Mark/Sant/DRP/Uttam/Leader
287
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50mm G.I Nipple 100mm Long Bclass
574
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63mm UPVC MTA
287
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End cap 90mm
20
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