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| 1 | Sub Work No. 1 -Deepening Percolation Well 6M Dia & 15M Depth to 20M DepthItem No. 1 - Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge.Lift 14.50to 15.00 M |
| 2 | Item No. 2 - Excavation in general in hard material comprising of soft rocks, hard rock, manjara rock etc. by blasting / controlledblasting ,chiseling as re-quirked in wet or dryconditionfor headworksI.e.\"intake well connecting pipe, jack well ,pump \"house supply well, etc.forlift0to1.5Mandleadof1.50Mincluding barricading, guarding depositing off surplus excavated stuff within a radius \"of0.5 km as directed by Engineer -in-chargeexcluding refillingHARD STRATA Lift 15.0 to 16.50m |
| 3 | Lift 16.50 to 18.0m |
| 4 | Lift 18.00 to 19.50m |
| 5 | Lift 19.50 to 20.00m |
| 6 | Item No.3:-Dewatering the excavated trenches & pools of water in the building trenches/pipeline trenches/ well works byusingpumpandotherdevicesincluding disposing off water to safe distance as directed \" by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. |
| 7 | Item No.4 :- DrillingofHorizontal borewell150mmdiabyD.T.C. machine, including transportation of machine at work site |
| 8 | Item No.5 :- Carryingoutrecuperation/yeildtestforascerting thedischargeofconstructedwell asdirertedby Engineerincharge.The test carried out by drawing downwaterfromthewellbelownormal/subsoil waterleveluptofulldepthriseinwaterlevelis recorded. . to the test including cost of all materials.overhead,labours etc. completed as directed. Thetestshallbecarriedoutasper technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days. |
| 9 | Sub Work No. 2 -PUMP HOUSEItem No. 1 - Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the |
| 10 | Item No. 2 Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for t |
| 11 | Item No. 3 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.PWD DSR 2021-22 I. No 21.38 |
| 12 | Item no. 4 Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided |
| 13 | Item No. 5 Providing and laying in situ/Ready Mixcement concreteM-20of trap / granite /quartzite/ gneissmetal for R.C.C. workin foundations like raft, strip foundations, grillage andfootings of R.C.C. columns and steel stanchionsetc. including bailing |
| 14 | Item No. 6 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction fini |
| 15 | Item No. 7 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/pumping, compa |
| 16 | Item No. 8 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out j |
| 17 | Item No. 9 Filling in plinth and floors with contractorsmaterial/brought from outside and approved by Engineer inchargein layers of 15 cmto 20 cm including watering and compaction etc. complete.PWD DSR 2021-22 I. No 21.36 |
| 18 | Item No. 10 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landingsas per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishin |
| 19 | Item No. 11 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. PWD DSR 2021-22 I. No 27.05 |
| 20 | Item No. 12 Providing and fixing M40 grade thick vibrated pull cast or similar type concrete frame with chamfer conforming to I.S. 65241983 having 6 mm dia bars 3 Nos. And strips @250 mm c/c and fixing in wall with 6 Nos. of hold fast of 12 mm dia bars 500 mm long in |
| 21 | Item No. 13 Providing and fixing solid core flush door shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iro |
| 22 | Item No. 14 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and faste |
| 23 | Item No. 15 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including centering, formwork, cover blocks compacting , curing , finishing and roughening the |
| 24 | Item No. 16 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed desi |
| 25 | Item No. 17 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.PWD DSR 2021-22 I. No 32.04 |
| 26 | Item No. 18 Providing external cement plaster 20mm thick in two coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. completed PWD DSR 2021-22 I. No 32.06 |
| 27 | Item No. 19 Providing and laying Polished Shahabad Stone flooring 25mm to 30mm thick and required width wide in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, filling joints, with neat cement slurry, curing, polishing and cleaning etc. complete.P |
| 28 | Item No. 20 Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.PWD DSR 2021-22 I. No 36.11 |
| 29 | Item No. 21 Providing and applyingputty tonew plastered surfaces in two coats to receiveapproved paint in all positions including all materials,labourscaffolding and curing etc. complete. As directed by Engineer in charge.PWD DSR 2021-22 I. No 32.34 |
| 30 | Item No. 22 Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour tonew plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.PWD DSR 2 |
| 31 | Sub Estimate No -3 :- Pumping Machinery 2 nos (1W+1S) 2nos 15.0 HP @HANUMAN TAKALI(1W+1S) 2nos 15.00HP Q=8.97 Lit/sec H= 64 MITEM NO 1:- Providing erecting and giving test of submersible pump set confirming to IS. 8034 and motor confirming to I.S. 9283 with water proof binding pump shall be suitable for various delivery head and discharge with stainless steel shaft motor suitable for working on 41510%3 ph 50 Hz A.C. supply with cable gurad thrust carbon fiber bearing to with stand entire hydrulic thrust .the pump set shall be suitable for direct coupling with suitable saction stainer pump should have suitable discharge outlet as per manufacture design antithrust stream non retun valve shall be provided with the pump 3 m submersible copper conductor cable in single / double run 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump Submersible pump 15 HP with errection |
| 32 | Item No. 2:- Providing erecting commissinory L.T. panel board with all required accessories for the pump in above item No. 1.. etc.complete |
| 33 | Item No. 3:- Supplying and erecting Flat flexible submersible cable with copper conductor PVC insulated and PVC sheathred 1 x 3 x 4 sqm |
| 34 | Item No. 4:-Providing and erecting P.V.C. armoud cable 1100V grade with ISI mark3.5 core Solid / standard aluminium conductor with 6 mm thick 25 mm width m.s.. Spacer with G.I. Earth wire 6 Sq. mm complete erected onwall / on Pole with 25 X 3mm M.S. Clamp in provided trench in an approved manner 4 Core 10 Sq. mm |
| 35 | Item No. 5:- Supplying and erecting G.I. Pipe \"B\"in position for suction and delivery for submersible pump including pumbing with socket and necessary material100 mm. Dia |
| 36 | Item No. 6:- Providing and erecting presure gauge of required capacity complete with syptio tube isolating cock suitable for 12 mm dia G.I. Pipe pressure gauge shall be installed as directed with tapping on rising main100 mm. Dia |
| 37 | Item No. 7:- Providing and supplying ISI mark C.I. D/F reflux valve (non return valves) of following dia including all taxes (central and local) railway freight inspection charges loading unloading from railway wagon transportation upto departement store etc. complete IS 5312 (1984) 100 mm dia P.N. 1.6with fixing |
| 38 | Item No. 8:- Providing and supplying ISI mark C.I.D.F sluice valve of following dia including all taxes (central and local railway freight inspection entries unloading from railway wagon loading into truck transportation upto departmental store/site unloading stacking etc. complete. 100 mm dia P.N. 1with fixing on delivery side |
| 39 | Item No. 9 :- Providing and making flaged Joint to flange, C.I. Pipes / M.I. Pipes and specials of all classing including cost of jointing material rubber packing nut bolts labour charges hydrulic testing etc. complete80 mm dia Joint |
| 40 | Item No. 10 :- Providing earthing with Galvanized cast ironearth plate size 60 x 60 x 0.6 cm complete withall materials, testing & recording the results asper specification No. EA-EP |
| 41 | Item No. 11:- Providing and supplying internal elactrification to switch room etc. comp. |
| 42 | Item No. 12:- Providing and fixing wall mounting type name board duly painted all details of pumping machinery make, model frame no. DR no. Date of installation commissioning manufacture year agoncy name aggrement no details of G.I. Shal 18 gauge of required size duly painted with red oxide and enamus paint for dispaying the above details board shall be provided with suitable T.W. bottom back side name board |
| 43 | Item No. 13:- Providing tools with tool boxetc complete |
| 44 | Item No. 14:-Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark.1 Tonne Capacity |
| 45 | Item No. 15:- Providing, erecting Travelling Trolley of capacity as below with6 m lift, tested to 50% over load |
| 46 | Item No. 16:- Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 47 | ItemNo. 17:- Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete( With 3 Rows) |
| 48 | ItemNo. 18:-Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerin charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd C-6/2a) ISMB 150 X 8 X 0.75 (wt 15 kg/Rmt)b) Angle 50 x 50 x 6m(wt 4.50 kg/Rmt)c) C section 4 x 2 m (wt 7.14 kg/Rmt) |
| 49 | Sub Work No. 4 - RISING MAIN Item No. 1 -ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete.GI Pipe 80 mm Dia M Class |
| 50 | GI Pipe 125 mm Dia M Class |
| 51 | Item No. 2 -Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 52 | 140 mm Dia HDPE Pipe 6 Kg/sqcm |
| 53 | Item No. 3 - ProvidingH.D.P.E./PVC Specialsasperstandard specifications&directionofinchargeEngineer.(10%of Item No.1&2) |
| 54 | Item No. 4 - Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Sluice valves 80 mm Dia & Sluice valve for washout |
| 55 | Sluice valves 125 mm Dia & Sluice valve for washout |
| 56 | Item No. 5 - Providing & supplying ISI mark CI D/F reflux valve (Non- returnvalve)offollowingdiaincludingalltaxes(central andlocal), railwayfreight, inspectionchargesunloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984).Reflux valves 80 mm Dia |
| 57 | Reflux valves 100 mm Dia |
| 58 | Item No. 6 - ProvidingandsupplyingAirvalvesasperIS-10845and MJP’s standard specifications of approved mark and quality offollowingdiametersincludingalltaxes (Central andlocal),railwayfright,inspectionchargesunloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete. Air valves 25 mm Dia |
| 59 | Air valves 50 mm Dia |
| 60 | Item No. 7 -Excavation for foundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete.(SOIL) |
| 61 | Item No. 8 -Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(HMB) |
| 62 | Item No. 9 - Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Soft Rock) |
| 63 | Item No. 10 - Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Hard Rock) |
| 64 | Item No. 11 - Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 65 | Item No. 12 - LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. GI Pipe 80 mm Diam Class |
| 66 | GI Pipe 125 mm Diam Class |
| 67 | Item No. 13 - Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 68 | 140 mm Dia HDPE Pipe 6 Kg/sqcm |
| 69 | Item No. 14 - Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) Sluice valves+Reflux valve+Sluice valve washout 80 mm Dia |
| 70 | Sluice valves+Reflux valve+Sluice valve washout 100 mm Dia |
| 71 | Item No. 15 - Lowering, Layingand fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. Air valves 25 mm Dia |
| 72 | Air valves 50 mm Dia |
| 73 | Item No. 16 - Providingandfixinginpositionairvalveshaftincluding providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) upto 150 mm on Murum & harder strata |
| 74 | Item No. 17 - ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete.b) 1:2:4 (M-150) grade for encasing |
| 75 | Item No. 18 - ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge. Size 0.9X.60 x1.2 |
| 76 | Item No. 19 - Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 77 | Item No. 20 -HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion. GI Pipe 80 mm Diam Class |
| 78 | GI Pipe 125 mm Diam Class |
| 79 | Item No. 21 -Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 80 | 140 mm Dia HDPE Pipe 6 Kg/sqcm |
| 81 | Sub Work No. 5 - PROPOSED R.C.C ESR C-105000L 18 M St htItem No. 1 -Designing (aesthetically), and constructingRCCelevatedservice reservoirsoffollowingcapacitywith RCCstagingconsistingofcolumns, internalandexternalbracingsspaced verticallynotmore than4.5 metres centre to centre for ESR having capacityupto500cumandnotmore than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compoundtotheinsidefaceofthe containerincludingrefillingdisposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypassarrangements asper departmental design, providing andfixingaccessoriessuchasM.S. ladder, C.I. manhole frame and covers, waterlevelindicators,lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair casefromgroundleveltorooflevel, M.S. grill gate of 2 M height with locking arrangementofapproveddesign,B.B. masonry chambers for all valves, ventilatingshafts,providingand applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti- termite treatment for underground parts ofthestructureandgivingsatisfactory watertightnesstestasperI.S.code. The job to include painting the name of theschemeandotherdetailsonthe reservoir as per the directions of Engineer-in-Charge. RCC ESR@105000L 18 M St ht |
| 82 | Item No.2 Providing and supplying ISI mark C.I. S&S pipes (push on joints pressure pipes of C.I of following class and diameters confirming to the I.S.specification inclusive cost of jointing materials(Rubber gasket of EPDM Quality) excluding GST levied by GoI and GoM in all respect, Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store/site of work,unloading, stacking etc. completed as directed by Engineer –in-charge (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition / revision with amendments for Rubber Gaskets Intlet, Overflow CI PIPE 125 mm |
| 83 | outlet, Overflow CI PIPE 125 mm |
| 84 | Item No.3 Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete |
| 85 | Item No.4 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle capsexcluding GST levied by Gol and GoM in all respect , transportation etc complete.Sluice Valve 125 mm Dia ( PN -1.6) |
| 86 | Sub Work No. 6 - DISTRIBUTION SYSTEM Item No. 1 -ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete. GI Pipe 65 mm Dia M Class |
| 87 | GI Pipe 80 mm Dia M Class |
| 88 | GI Pipe 100 mm Dia M Class |
| 89 | GI Pipe 125 mm Dia M Class |
| 90 | Item No. 2 -Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. 75mm Dia HDPE Pipe6 Kg/sqcm |
| 91 | 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 92 | 110 mm Dia PVC Pipe 6 Kg/sqcm |
| 93 | 140 mm Dia PVC Pipe 6 Kg/sqcm |
| 94 | Item No. 3 - 10% of cost of pipes shall be considered for cost of HDPE specials for estimate purpose only. |
| 95 | Item No. 4 - Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) Sluice valves+Sluice valve for washout 65 mm Dia |
| 96 | Sluice valves+Sluice valve for washout 80 mm Dia |
| 97 | Sluice valves+Sluice valve for washout 100 mm Dia |
| 98 | Sluice valves+Sluice valve for washout 125 mm Dia |
| 99 | Item No.5 - Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Soils) |
| 100 | Item No. 6 - Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.. HMB |
| 101 | Item No. 7 - Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. SOFT ROCK |
| 102 | Item No. 8 -Excavation for foundation / pipe trenches in hard rock by controlledblasting,includingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M. HARD ROCK |
| 103 | Item No. 9 - Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 104 | Item No. 10 -LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. GI Pipe 65 mm Dia M Class |
| 105 | GI Pipe 80 mm Dia M Class |
| 106 | GI Pipe 100 mm Dia M Class |
| 107 | GI Pipe 125 mm Dia M Class |
| 108 | Item No. 11 -Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 75 mm Dia HDPE Pipe6 Kg/sqcm |
| 109 | 90 mm Dia HDPE Pipe6 Kg/sqcm |
| 110 | 110 mm Dia HDPE Pipe6 Kg/sqcm |
| 111 | 140 mm Dia HDPE Pipe6 Kg/sqcm |
| 112 | Item No. 12 - Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)Sluice valves+ Sluice valve washout 65 mm Dia |
| 113 | Sluice valves+Sluice valve for washout 80 mm Dia |
| 114 | Sluice valves+Sluice valve for washout 100 mm Dia |
| 115 | Sluice valves+Sluice valve for washout 125 mm Dia |
| 116 | Item No. 13 - ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneissmetalforfoundationand bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 117 | Item No. 14 - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Size 0.6 x 0.45 x 0.9 |
| 118 | Item No. 15 - Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 119 | Item No. 16 -HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion..GI Pipe 80 mm Dia M Class |
| 120 | GI Pipe 80 mm Dia M Class |
| 121 | GI Pipe 100 mm Dia M Class |
| 122 | GI Pipe 125 mm Dia M Class |
| 123 | Item No. 17 -Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 124 | 90 mm Dia HDPE Pipe 6 Kg/sqcm |
| 125 | 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 126 | 140 mm Dia HDPE Pipe 6 Kg/sqcm |
| 127 | tem No. 18 - Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", havingrectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 128 | tem No. 19 - Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspec tion charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.250 MM |
| 129 | Sub Work No. 7 -TRIAL RUNtem No. 1 - Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month |
| 130 | Electric charges |
| 131 | chemical |
