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| 1 | Sub Work 01 - R.C.C. Jack WellItem No.1Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if requried). Providing impervious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the complction of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.Lift 0.00 M to 1.50 m |
| 2 | Item No.2Excavation in general in soft material comprisingof soft soil, soft murrum, sand, hard murum with boulders in wet or dry condition for Head Works I.e. intake well, connecting pipe Jack well, pump House, supply well etc. for lift\"0 to 1.5 M & lead \"of 1.50Mincluding barricading, guarding, depositing oft surplus excavated stuff within a radius of 0.5km as directed by Engineer-in-charge-,etc \"complete excluding refilling.Lift 0.00 M to 1.50 m |
| 3 | Lift 1.50 M to 3.00 m |
| 4 | Lift 3.00 M to 4.50 m |
| 5 | Item No.3Excavation in general in hard material comprising of soft rocks, hard rock, manjara rock etc. by blasting / controlledblasting ,chiseling as re-quirked in wet or dry condition forhead works I. e. \"intakewellconnecting pipe, jack well ,pump \"house supply well, etc. for lift 0 to1.5M and lead of 1.50M including barricading, guarding depositing off surplus excavated stuff within a radius \"of0.5 km as directed by Engineer -in-chargeexcluding refillingLift 4.50 M to 6.00 m |
| 6 | Lift 6.00 M to 7.50 m |
| 7 | Lift 7.50 M to 9.00 m |
| 8 | Lift 9.00 M to 10.50 m |
| 9 | Lift 10.50 M to 12.00 m |
| 10 | Item No.4Providing and laying in situ Cement concrete in proporation .... of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete.P.C.C 1:2:4 |
| 11 | Item No.5Providing & costing inconstructingin situ. C.C of trap granite/ quartzite / gneiss/ metal of approved quality of R.C.C. work as per detailed drawing & design or as directed by Engg. in charge including dewatering , ceterind from work,compacting, finishingthe formed surface withC.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. ( By weight batching & mix design for M-250 & M-300 only use of L&T, ACC Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S or Tor reinforcement in R.C.C. M-200grade.1) R.C.C. M-250 for Beam |
| 12 | 2) R.C.C. M-250 for vertical wall and Slab |
| 13 | Item No.6Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes, caps, footing, foundation, slab, beams, columns, canopies, staircase, newels,chajjas, lintels,pardies,coping,fine arches etc. as per detailed designs, drawing & schedules including cutting, bending, hooking the bars, binding with wires or tack welding & supporting as required etc. complete (including cost of binding wire). Tor steel |
| 14 | Item No.7Providing & laying weep holes of 80 mmAC/PVC pipe as per drawing for abutment returns, return wallsetc. complete. |
| 15 | Item No.8Dewatering charges for estimation purpose for head works in river basin or dam |
| 16 | Item No.9Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. |
| 17 | Item No.10Prvoding and fixing in position C.I. dapuri steps or 22mm dia. M.S. bar step with proper anchorage,etc.and providing andapplying 3 coats of anticorrosive paint, etc complete as directedby Engineer-in-charge. |
| 18 | Item No.11Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 19 | Item No.12Carrying out recuperation/ yield test for asserting the discharge of constructed well/excavated profile as directed by Engineer-incharge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed. |
| 20 | Item no.13.Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 21 | Item no.14. 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.6 mm thick |
| 22 | Item no.15. 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. |
| 23 | Item no.16.Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc. complete. |
| 24 | Item No.17 Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lift involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete.a) 40 mm gauge pebbles |
| 25 | b) 12 mm to 20 mm gauge pebble |
| 26 | c) 6 mm to 12 mm gauge pebbles |
| 27 | d) Coarse sand ( from river sand at site)) |
| 28 | Sub Work 02 - SWITCH ROOMItem No. 1Excavation for foundation/pipe trenches in earth soilsExcavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259) |
| 29 | Item No. 2Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. |
| 30 | Item No. 3Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) |
| 31 | Item No. 4Providing and laying in situ cement concrete M- 10/1:3:6 of trap/granite…. |
| 32 | Item No. 5ProvidingandcastinginsituCementConcreteof metalofapprovedqualityforRCC workas per detailed deawings and designs or as directed by Engineer-in-charge including normal dewatering, centering,formwork,compaction,finishingthe formedsurfacecuring,etc.complete.UseofL&T,A.C.C. , Ambuja , Birla Gold , Manikgad, Rajashree, etc. cement is permitted. RCC M-200A) R.C.C. Footing |
| 33 | B)R.C.C. Column |
| 34 | C)R.C.C. Beam |
| 35 | D)Chajja |
| 36 | E)R.C.C. Slab |
| 37 | Item No. 6Providing 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. CompleteFor RCC M-200 grade |
| 38 | Item No. 7Providing and fixing Country cut teak wood single leaf panelled door shutter without fanlight and 25mm thick as per drawing consisting of T.W. top rail size 100mm x 25mm and bottom lock rail 200mm x 25mm insert pannel 12 mm thick commercial ply faced T.W. particle board with phenol formaldehyde synthetic resin (Generally confirming to ISI 3097) excluding frame, including stainless steel fixture and fastening and T.W. beading to junctions of panelled inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. |
| 39 | Item No. 8Providing and fixing steel window of various sizes per detailed drawing with out hot dip zinc coating, without ventilators, including fabricating/glazing with plain/obscuredglasspanelsofapprovedtypeand quality,ironoxidisedfixturesandfastenings,finishing with oil painting two coats complete. |
| 40 | Item No. 9Providing & Fixing in position steel bar reinforcement of various dia. For RCC…. |
| 41 | Item No. 10Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. |
| 42 | Item No. 11Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 43 | Item No. 12ProvidingandlayingRoughShahabadStoneFlooring 25mm to 30mm thick and of required width in plain/ diamondpatternonabedof1:6C.M.including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete. |
| 44 | Item No. 13 Providing and applying washable powder 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. |
| 45 | Item No. 14Providing and applying white-wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete. |
| 46 | Item No. 15Providing and applying one coat of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface. |
| 47 | Item No. 16Pointwiring forindependentplug,concealedtypein min20mmISImarkedHMSPVCconduitwith1.5 sq.mm(2+1E)FRgradecopperwires,modulartype switch and socket, earthing and required accessories as per specificationNo WG-PW/SW Electrificatin of Switch room |
| 48 | Sub Work 03 - Pumping MachineryItem No. 1Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. |
| 49 | Item No. 2Submersible Pump 150mm Dia with polypropylene/Noryl Impeller ) up to 20 Stages10.00 BHP PUMPSETBasic supply Rate for pump |
| 50 | Item No. 3Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser.Upto 7.5 HP |
| 51 | Item No.4Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. (Market rate) |
| 52 | Item No.5Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main.Pressure gauge (100 mm dia) |
| 53 | Item No. 6Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) |
| 54 | Item No. 7Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 55 | Item No. 8Providing supplying and fixing G.I. pipe of verious dia as suction & delevery pipe including loading, unloading , octri , fixtuture and fastening material etc. complete65 mm G.I.Pipe |
| 56 | Sub Work 04 - Rising MainProviding 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 8 Kg/sqcm |
| 57 | Item No. 210% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. |
| 58 | Item No. 3Providing 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. completeSluice valves 100 mm Dia.PN-1.6 (without bypass) |
| 59 | Item No. 4Providing & 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 100 mm Dia-PN-1.6 |
| 60 | Item No. 5ProvidingandsupplyingAirvalvesasperIS-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-PN-1 |
| 61 | Item No. 6Excavation 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 62 | Item No. 7Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 63 | Item No. 8Lowering, 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 II90 mm Dia HDPE Pipe 8 Kg/sqcm |
| 64 | Item No. 9Lowering, 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.) 100 mm Sluice Valve (PN-1.6) |
| 65 | Item No. 10Lowering, 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-PN-1 |
| 66 | Item No. 11Providingandfixinginpositionairvalveshaftincluding 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.)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.) |
| 67 | Item No. 12ProvidingandlayinginsitufollowinggradesofC.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 |
| 68 | Item No. 13Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 69 | Item No. 14Hydraulic 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. |
| 70 | Sub Work :- 15KW On Grid Solar System Supplying, installing, testing and commissioning of 15 kWp ON-GRID Solar pV System / Plant consisting Solar PV Poly Crystalline Panel (335 Wp X 45Nos.) and Solar ON-GRID Inverter of similar capacity (THD<3%) withinterconnecting wires / cables up to solar ON GRID inverter, proper base plate, canopy box to house Inverter and necessary accessories i.e. ACDB/ DCDB , MCB etc. wiring up to solar Inverter in casing and capping, display board, sign board, two distinct earthing, lightning arrester, liasoning charges, remote monitoring system with maintaining card/chip for 5 years including net charges for RMS System, complete upto net meter installation and export to the grid with 5 year ON-SITE warranty and fully comprehensive maintenance contract as per Specification no. ESD-RT-ONG |
| 71 | On Grid Solar Installation |
| 72 | MSEB Charges |
