Tender For Retrofitting Of Water Supply Scheme At.Laxman Naik Tanda Tq.Aundha Dist. Hingoli Under Jal Jeevan Mission Jjm - PERCOLATION WELL Taking Trial Bore (core bore sampling) by Callayx machine with TCT/NX bit togather undistrubed strata sample for investigation in all types of strata soft soil.murum,hard murum with boulder,soft rock,hard rock and quartizite etc.The item includes all hire and running cost of callayx machine conveying all material to the site of work excluding convenance of callayx machine and back sampling all over burden strata in glass jar and core samples serialy numberd at site in a wooden core box sample to be taken at 1.0 M interval& conveying to the place as directed engineer incharge. the diametere of bore over burden shall be 100mm and og NX size 50mm other strata. the itm shall also includes MS casing pipe of 2.50mm th plate in over burden only & shall be 1.0 M above GL with cap over it(as per MJP2021-22I.NO. 5P.No. 59A) In Overburden (Soft soil, Murum) 2 B) In Weather Rock& boulders 3 C) In Weather Rock / Soft Rock 4 D) In HardRock 5 Excavation in general in soft material comprising of soft soil, soft murum, 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 and lead of 150 M including barricading, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 M MJP2021-22I.NO. 10 (a) P.No. 44Lift up to 0.00 to 1.50 M 6 Lift up to 1.50to 3.00 M 7 Lift up to 3.00 to 4.50 M 8 Lift up to 4.50 to 6.00 M 9 Lift 6.00 to 7.50 M 10 Lift 7.50 to 9.00 M 11 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required 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 and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on river or dam sub mergence for initial lift of 0 to 1.5 M MJP 2021-22I No. 11(a) P.No.44 Lift up to 7.50 to 9.00 M 12 Lift up to 9.00 to 10.50 M 13 Lift up to 10.50to 12.00 M 14 Lift up to 12.00 to 13.50 M 15 Lift up to 13.50 to 15.00 M 16 Providingandlayingin situ followinggradesofcementconcreteoftrap/ granite/ quartzite /gneiss metal for foundationand bedding including dewatering,form work, compaction, curing, finishing etc. complete.M-150 17 Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering,centering,form work, bally, steel propups,compaction,finishing the formed surfaceswith C.M.1:3 of sufficientminimumthicknessto give asmooth andevensurface whereevernecessaryorrougheningif specialis to be provided and curing etc. complete ( By weigh batchingand mix design for M-250 and M-300 only.Use of L&T, A.C.C.Ambuja,BirlaGold, Manikgad,Rajashree,etc. cementis permitted.)( Excluding M.S. reinforcements) RCC M-200 for water retaining strtucture a) for ring beam Bottom beam 18 a) For Vertical wall (6m below G.L & 1.5m above G.L) Above 1.5m From G.L 19 From G.L to below 5m 20 From G.L to below 7.5m 21 Providingand fixingin positionsteel bar reinforcementof variousdiametersfor RCC piles, caps, footings, foundations,slabs, beams, columns, canopies, staircase, newels,chajjas,lintels,pardies,copings,fins,arches,etc. as per detailed designs, drawingsandschedulesincludingcutting,bending,hookingthebars,bindingwith wiresor tackweldingand supportingas required,etc.complete.(includingcost of binding wire) 1% of RCC QtyAbove 1.5 m from GL & From GL to Below 5 m 22 From GL to Below 7.5 m 23 Providingstucturalsteelworkin single stanchionscomposedof RSJ, channel,etc, withcaps,bases,mildsteel plates,angles,brackets,cleats,gussetplates,anchor bolts, etc. as per detaileddesign and drawing or as directed by Engineer-in-charge includingcutting,fabrication,hoisting,erecting,fixinginposition,makingriveted/bolted/weldedconnectionsandonecoatsofanticorrosivepaintandoverittwo coats of oil painting, etc. complete. RSJ 200x100mm Weight of RSJ 24 Providingand fixing M.S. chequerredplate flooringof following thicknesssupported onM.S.angles(25x25x5 mmsize)includingwelding,cuttingandfabricatingthe plates to the requiredsquare or rounding shape,makingholes in the plate, includingprovidingandapplying3coatsofanticorrosivepaint,etc.completeasdirectedby Engineer-in-charge.6mm thick 25 Dewateringtheexcavatedtrenchesandpoolsofwaterinthe buildingtrenches/ pipeline trenches,well works by using pumps and other devices including disposing offwatertosafedistanceasdirectedbyEngineer-in-charge(includingcostof machinery, labour, fuel), etc. complete. 7.5BHP pumps daily 8hrs for 30 days 26 Providing and fixing in position C.I. Dapuri steps or 22 mm dai. M.s. bar steps with proper anchorage, etc. and providing and applying 3 coats of ant- corresive paint etc. complete. as directed by engineer in charge. as per MJP2021-22I.NO. 11 P.No. 230 27 Providing and fixing 80mm dia AC/PVC pipe weep holes at 1.50m c/c staggered including cost of materials etc. complete with all leads and liftsAs Per MJP2021-22I.NO. 5 P.No. 229 28 Refilling the trenches with available excavated staff with soft materials first over pipeline and then hard materials in 15 cm layer with all leads and lifts including consolidation and surcharging etc. complete(as per MJP2021-22I.NO. 15P.No. 45 29 Carrying out recuparation/ yield test for ascerting the discharge of constructed well/ excavated profile as directed by engineer - in - charge . The test carried out by drawing down water from the well/profile below normal/subsoil water level upto full depth rise is water level is recorded. The normal water leel/ Subsoil water level in the well/ profile as well as strainer/ suction level at pump aas per design of w.s. scheme shall be recorded prior to the test including cost of all materials, overhead, labours etc.complete as directed.MJP I.No. 16 P.no. 252 .The test shall be carried out as per Tech circular No. 2597 dated 20-11-97 nd shall be carried out for 7 days.(as per MJP2021-22I.NO. 17P.No. 231) LPS less than 25000 30 SUBWORK-SWICH ROOM :- 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. MJP CSR 2021-22 I.No. 1 P.No. 42 31 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M 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. Lift of 0 to 1.5 M 32 Providing and laying in situ 1:2:4 ( M-150 ) Grade of c.c. oftrap/ granite/ quartzite/ gneiss/ metal for foundation and bedding including dewatering, formwork, compaction, and curing, finishing Etc. complete. With initial lead of 1.50 M below / above G.L.as per MJP2021-22I.NO. 1(b) P.No. 49 PCC (M-150) 33 Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work in foundation like raft grillage , srtip foundation and footing of RCC coloumns and strip foundation and footing of RCC coloumns and steel stanchions including normal dewatering, formwork , compaction, finishing and curing etc. complete ( By weight batching and mix design for M-200 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-250 MJP.CSR 2021-22I.NO.2(b ) P.NO.49 34 Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness if special finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- all types of columns.MJP.CSR2021-22I.NO.3(b) P.NO.47 RCC Columns (M-200) 35 Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- all types of Beams/ Braces/ lintels. MJP.CSR202021-22I.NO.4 (b) P.NO. 48 RCC Beams & lintels (M-200) 36 Providing and castingin situ C.C. of trap/ Granite/ gneiss metal of approved quality forRCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- grade slab/ landing/ vertical walls/ waste slab/ steps for staircase..MJP.CSR2021-22I.NO.5(b) P.NO.50 37 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Excluding M S or Tor reinforcement. Chajja(M-200) 38 Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc Complete.Spec.No. :Bd.G.3 Page No.314.SSR. 2020-21I.No.27.01 39 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.CompleteSpec.No. :Bd.G.5 Page No.315. SSR.2020-21I.No.27.05 Page.No.162 40 Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire)TOR Steel 41 Providing and laying Rough shahabad stone flooring upto 25 to 30 mm. thick and of required width in plain / diamond pattern on a bed of bed 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete.Refn. :BDM.1A Sr. No. 917PWD S.S.R. I.No. 33.02P.No. 269 42 Providing internal cement plaster 12 mm. thick insingle coat in cement morter 1:4 without neeru finish toto concrete or brick surfaces,in all positions inculding scffolding and curing complete.(Bd-L-5/368) 43 Providing sand faced plasterexternally in cement motar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same fornot less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to8 mm. thick in cement mortar 1:4 finishingthe surface by taking out grains and curing for foureen days scaffolding etc. complete. 44 Provinding and applying white-wash in Two coat on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down complete.(236 Bd-P-1-A) 45 Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc.complete.(Bd-P-5/413) 46 Providing and fixingsteelframe of angle 50X 50X 6 mm for windows with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40x6 mm vertical at center including iron hold fast boxes for fixing 40x6 mm vertical at center including iron .PWD S.S.R. I.No. 1152/39.35P.No. 313 47 Providing and fixing in position factory made box type steel window with glazed fanlight including steel windows of cold rolled section of 105mm x 60mm x 1.25mm thick frame section filled with cement concrete (1:2:4) and metal pressed steel shutters of 20 gauge (1mm) as per detailed drawing and design or as directed including providing horizontal mild steel 12mm square bars at 10cm center to center, required F7B section, section 76, section 20mm x 5mm mild steel flat for shutter and F4B section for frame, 3mm thick glass of approved quality for fanlight necessary fixtures and fastening etc. complete finishing with one coat of anticorrosive paint etc.complete 48 Providing and fixingsteelframe door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portionincluding iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete. 49 Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. 50 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. 51 SUBWORK-PUMPING MACHINERY :-Providing earthing with galvanized iron earth plate size 60 x60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP. 52 Providing and supplying ISI standard CI Flanged/ S&S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store/site, unloading stacking etc. complete. 53 SUBWORK-PUMPING MACHINERY :-Providing and errecting & Giving test of 150mm diasubmerssible Pump sets confirming to IS 8034 and confirming to 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and Bronze impeller motar suitable for working an 41510% 3pb 50hz A.C supply Cable Guards Thrust carbon / Fibre bearing to accept entire hydraulicwater proof windening shall be provided to pump sets shall be suitable for direct coupling Pump shall have suitable outlet as per manufacturers design antitirust stream lined npn return valve shall be provided with pump suitable suction stainer shall also be provided score single/ double run copper conductor submersible type flat cable 3m & 2 pairs of erection clamps shall be provided along with the pump rates per pump to stages are shall as below. MJP CSR .202021-22 PM 1-2P.No. 2 Provide Submersible pump capable of discharginng 3910/liters hour agai9nst total head 55M be rievn by 7.5bhp electrical motor directly coupld to it one pump will be in operation and on epump will be stand by 54 Supplyingand erecting Cupboard type panel board. 55 Supplying and erecting flat flexible 3 core 6 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. 56 Providing & erecting ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete 80 mm dia (Medium) on well 57 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1.0MJP CSR2021-22I.No.1 -a P.No.131 80 mm dia 58 Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete a) Sluice valve - PN - 1(Without bypass) 80mm dia 59 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.) a) Sluice valve - PN - 1(Without bypass) 80mm Dia 60 Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia) 61 Providing pipe type earthing with 40mm dia G.I Pipe or 20 mm dia G.I Rod complete with all materials as per specifications no EA-EP Plate type Electrode (IS 3043) 1. For panel board- 1No. 62 Supplying and erecting b class GI bend in position withnecessary material. 75mm Dia 63 Supplying and erecting b class GI Tee in position withnecessary material. 75mm Dia 64 MS Pipe & special For Pump 65 SUBWORK-RAISING MAIN :-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 Proposed Pure Water Rising main (Proposed well to Junction )(90 mmHDPE 12.5 Kg/cm2) 66 Providing and supplying ISI standard pvc specials & fittings including transportation to stores/ site,loading,unloadingchargesexcludingGSTleviedby GOI & GOM,etc. complete. 10% cost pf pipes 67 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including all taxes (Central and local) ,Inspection RCC PIPES NP III 250 mm dia RCC NP III PIPES 68 1% cost of pipes 69 Providing, double flanged short bodypattern type manually operated ButterflyValve having body, disc and end cover ingraded cast iron to IS-210 Gr.CF 200generally confirming to IS-13095-1991,Synthetic rubber faced ring secured on discby retaining ring with stainless steel screwstub shaft of stainless steel riding in teflonbearing including inspection charges,transportation up to departmental store,unloading, stacking excluding GST levied byGOI & GOM in all respect etc. excluding C.C.foundation /structural steel support 125 mm Dia. ( Non-return valve) 70 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 GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1. 125 mm Dia. ( sluice valve) 71 Providing and fixing in position and jointinghigh performance C. I. Air valves for watercombination type ( Kinetic air valve alongwith automatic air valves ) double ball,double orifice with stainless steel ball, tamperproof air vents rolling seal mechanism for airrelease and anti vacuum applicationdesigned for 16 Kg. Per sq. cm. workingpressure and tested for 20 for kg per sq. cm.pressure. ( Rate to include cost of gaskets,bolt, nut and any other material required forjointing and its transportation etc. excludingGST levied by GOI & GOM in all respect. a) C. I. ARV FLFF PN 1.650mm Dia 72 Mechanical Tee 150mmx150mmx150mm 73 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5 74 Excavationfor foundation/ pipe trenchesin hard murumand boulders,W.B.M. road includingremovingthe excavatedmaterialupto a distanceof 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5 75 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)Lift 0 to 1.5 M 76 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts a below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by allmeans. (Bd-A-6/259) Lift 0 to 1.5 M 77 Filling inplinth floors murum bedding intrenches with approved murum from excavatedmaterialsfromfoundation15to20cmlayersincludingwateringand compaction complete. 78 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 90mm 79 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 90mm 80 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985. 250mm dia RCC NP II Pipes 81 Providing and fixing in position air valve shaft including 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, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M 150 as shown in type design together with providing and making flanged joints wherever required and fixing of 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 150mm 50mm Dia 82 Lowering, laying and jointing in positionfollowing C.I.D/F Reflex valves, Butterflyvalves and Sluice valves including cost ofall labour jointing material, including nut boltsand giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves. 125mm Dia. (NRV) 83 125mm Dia.(Sluice Valve) 84 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. 85 SUBWORK EX. ESR ABS REPAIR;-Lowering, laying and jointing in position following C.I. D/F Reflux 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.) 86 SUBWORK-E.S.R.:- Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge.(MJP DSR I.NO.1 P.NO.239)I.No.1 P.No.326 19-20For 20000 liters 3m st ht 87 Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. Inlet 125 mm Dia Ci D/F pipes 88 Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. outlet 125 mm Dia Ci D/F pipes 89 Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. Overflow 125 mm Dia Ci D/F pipes 90 Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. Washout 125 mm Dia Ci D/F pipes 91 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 UnloadingStacking etc Complete D/F Specials 300 D/F Specials Upto and Including150 mm 80 mm to 300 mm dia 92 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 GOt & GOM in all respect etc. complete Sluice valve PN-1 without Bye-pass Arrangement 125 mm Dia Sluice valve Oulet/Distribution 93 125 mm Dia Sluice valve Inlet/Bypass 94 125 mm Dia Sluice valve Washout 95 SUBWORK-MSEB -Provision of MSEB Connection
