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| 1 | Dismantling old and Damage cc/ interlocking Tiles Kharanja including stacking of dismantled material i/c all as per s.i. no. Ch. No. 20 new item |
| 2 | Disposal old and waste cc material with disposl lead 5 |
| 3 | E/W in cutting or in embenkment in ordinary soilexavation to be in the form of regular pits not exceeding .50m in depth and E/w in embenkment to be in 20 cm layers including remming anddressing the surface to required levels and slops i/call lead 8 km, cartage 1 |
| 4 | C.C. (1:4:8) with cement,c/sand & 40mms/ballast as per s.i. no. 241 |
| 5 | C.C. (1:2:4) with cement,c/sand & 20mms/ballast as per s.i. no. 242 |
| 6 | excavation of earth inordinary soil to give 1 mt.cover from top of the pipelineNAME OF WORK : Constt. of Pipeline & CC Road in Ward-3 from Shivkumar \"s house toRajat\"s house in Nagar Panchayat JansathESTIMATENAGAR PANCHAYAT JANSATH (MUZAFFARNAGAR)including lift upto 1.5 m andlead upto 50 m from center oftranches and refilling of earth20 cm. layers with wateringand ramming etc complete asper UPJN SOR |
| 7 | Supply and laying of followingsize pipes for distributionsystem conferming to letest/relevent I.S. 4985/2000specification with all jointingmaterials and specialsconferming to letest/releventI.S. specification includingF.O.R. destination and all texesand insurance etc. withloading,unloading and cartingupto site of work, alsoincluding specials for thesepipes and lowering them intothe trenches and laying true toalignment and gradient andjointing etc. complete(including testing of pipelinesand cutting of pipes formaking up the length butexcluding the cost of trenches) all complete as perinstructions of Engineer-incharge as per UPJN SOR (110mm dia PVC Pipe 6 KG/CM² |
| 8 | Earth filling in pipelinetrenches as & when requiredin layers not exceeding 20 cmin depth including supply andcarriage of earth, watering,ramming,leveling,dressing,labour, & T&P etc. required forproper completion of work a |
| 9 | Supply and carting upto site ofwork of following dia sluicevalve / scour valve, class-1,working pressure 10 kg/cm²conferming to I.S. 780/1969 orits letest amendments, F.O.R.destination, and loweringthem into the alreadyprepared trenches, fixing inposition and jointing themwith pipelines and testing etc.complete and also includingsupply of jointing materialsetc. complete including alltaxes and insurence, as perinstructions of Engineers-in -charge (Kirloskar) as per UPJNSOR (150 mm dia) |
| 10 | supply of 20mm dia screwedtype air valve with gun metalseat conferming to letest/relevent I.S. specificationincluding all taxes andinsurance, carting upto site ofwork and lowering them intothe trenches, fixing in positionand jointing them withpipelines and testing etc.complete( including supply ofjointing materials etc.complete) as per instructionsof Engineer-in-charge as per |
| 11 | Construction of following typechambers as per departmenttype design and drawingincluding heavy duty M.S.mainhole cover and allmaterials,labour, T&P etc.complete for propercompletion of work as perintruction of Engineer-incharge as per UPJN SORSluice valve chamber (Surfac |
| 12 | Supply of all labour,materials,T&P etc. allcomplete and inter connectingexisting system with theextended distribution networkat verious points. (140mm to200mm dia) |
| 13 | Making of ferrule connectionin 50 to 200 mm diadistribution main with saddlepiece, service connections,fittings, and fixing of brassferrule of 15mm size includingtapping the main and cost ofbailing out of water. Theabove work includesnecessary dismantling andreinstatement ofCC/Bituminous/BOE/CCTiles/Kuccha road,excavationincluding stacking ofservecable materials anddisposal of unservicablematerials with inmunicipal/village habitationlimits as per direction of E/I.its also includes supply,carting, laying and jointing/fitting of 2.50m (PE-80,PN12.50)20MM DIA (od) hdpePIPE,5.50M G.I. Pipe mediumquality, HDPE/G.I. spacials &fittings as reqwuired tocomplete the work (forPVC/HDPE/DI/AC dia ofexisting pipe upto 200 mm ) 1No. HDPE adepter and 1 No. |
| 14 | Nala Crossing / Culvertcrossing/ drain crossingincluding construction ofsupporting pillers if necessaryand also including supply of allmaterial such as casing pipeetc. complete as per UPJN SOR |
| 15 | Providing, laying, spreadingand compacting stoneaggregates of specific sizes towater bound macadamspecification includingspreading in uniformthickness, hand packing,rolling with smooth wheelroller 80-100 kN in stages toproper grade and camber,applying and brooming, stonescreening to fill-up theinterstices of coarse aggregate,watering and compacting tothe required density Grading 3as per Technical SpecificationClause 405. |
| 16 | C. C. (1:1.5:3 ) in road withcement,C/ sand & 20-mm.S/grit including all at site.asper s.i.no ch. No.20 new item |
| 17 | supply and fixing of sign board i/c all at site |
| 18 | GST 18 % Please Enable Macros to View BoQ information |
