Tender For Construction Of New Esr 200 Kl Capacity In Village Basni Seja (083119), Gp Basni Seja, Mla Constituency Merta Tehsil Merta District Nagaur Under Budget Announcement 2025-26 - PROPOSAL FOR CONSTRUCTION OF NEW ESR 200 KL CAPACITY INVILLAGE - BASNI SEJA(083119), G.P.-BASNI SEJA, UNDER PHED DIVISION MERTA, MLA CONSTITUENCY - MERTA, TEHSIL - MERTA, DISTRICT-NAGAUR UNDER BUDGET ANNOUNCEMENT 2025-26 Sl. No. Item Description 1 BOQ RWSS BASNI SEJA 2 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications,consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and pproval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e) Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab.j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mmp) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 3 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 20 M 4 At Village Basni Seja (With 20 meter stagging) 5 Dismantling of flexible pavement for pipe line line and chambers by mechanicalmeansusingpneumatictools,breakingtopiecesnotexceeding 0.02cum in volumeandstock piling at designatedlocationsand disposalof dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 6 Bituminous courses 7 Granular courses 8 Dismantlingof cement concrete pavement for pipe line line and chambersby mechanicalmeansusingpneumatictools,cuttingtheperipheraledgebyCC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters.Measurementfordismantledtrenchtobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe made be made for trench width more than specified, re-handling of material/earth to completethetasks as pertechnicalspecificationand scope of work. 9 Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, anddressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returningthe soil as requiredin layersnot exceeding 20cm in depth including consolidatingeach depositedlayer by ramming,wateringetc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:AII kinds of soil 10 Earth work in excavationby mechanicalmeans (HydraulicExcavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe lineincluding excavation for sockets, anddressing of sides, rammin8 of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returningthe soil as requiredin layersnotexceeding20cm in depthincluding consolidatingeachdepositedlayerbyramming,wateringetc.andstacking serviceable material for measurementsand disposalof unserviceablematerial as directed, with in a lead of 50 Mtr. including all safety provisions required .: 11 Ordinary rock 12 Providing, lowering,laying in trenches,aligning, fixing in position and jointingDuctileIron(DI)IllmarkedK-7 grade S&S pipes as per IS:8329-2000 (amendedup todate),withinternalcementmortar liningsuitableforpotable waterwithrubberring(EPDM) jointsas perIS:5382-1985 includingalltaxes(Centralandlocal), transportation and freight charges, inspection charges, loading/ unloadingcharges, includingcostoflabourandmaterial,specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specificationsand direction of Engineer-in-charge. (excluding earth work)Note:Providingandfixingofallrequisitespecialsasperdrawing, designand layoutare inclusive in RM measurementof the item and shall not be paid separately. 13 150 mm 14 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 15 100 mm 16 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes,transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 17 HDPE PE -80 PN - 6 18 140 mm dia 19 125 mm dia 20 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 21 HDPE PE-80PN-6 22 90 mm dia 23 110 mm dia 24 Providing, lowering, laying, aligning,fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertionsheetandjointingasperIS:9523- 2000 or as amended up to date,suchastees,bends,tapers,caps etc.withintrenches in DI pipe linecomplete includingall material, labour, taxes, testingand commissioning along with pipe line as per technical specificationsand direction ofEngineer-in-charge (excluding earth work). 25 All End Socketed 26 Upto300 mm Diameter 27 All End Flanged 28 Up to 300 mm Diameter 29 Single Flange/ MJ Collar 30 Up to 300 mm Diameter 31 Double Flange Pipe (up to 1 mtr. length) 32 Up to 300 mm Diameter 33 Providing and fixing of flanged/ plain ended MS Specialsmadefrom MS sheet strips of relevant IS specificationof approved thicknessby welding,lowering,laying,aligning,fixinginpositionatalllevel/ depthsintrenchescompleteincluding all taxes,materia], labour inside lining, outside coating, testingandcommissioningalongwith pipeIIneaspertechnicalspecifications anddirection of Engineei in-charge. 34 MS pipespecialsup to600mmdia (withminimumSmmthickness sheet) 35 Providingandlayinginpositioncementconcrete inspecified gradeover prepared base course completeincluding finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidth morethan specified, completeworkas per technical specification and scope of work. 36 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 37 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevelingcourse, RCC M25 gradefor base slab,sidewall& coverslab, includingcost of steelreinforcement,formwork,Pre-cast,PlasticencapsulatedCI/MS Foot Rest, MS flats for thesupport of pre cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 38 For Class-AA loading 39 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m- for pipe size-upto 100 mm 40 Providing,lowering,aligning,fixinginpositioninpipelineatworksite,DID/F Resilientseated(softseated)SluiceValves(GateVa]ves),Vacuumtight(bubble tight), straight and pocket less body passage of approved make of following class & dia completeconfirmingtoBS-EN-1171/AWWAC-509andof following specifications: Body& bonnetofDuctilecastiron ofgradeGGG40/GGG50as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2 1985 and subsequent revisions, Wedge of same material as body & shal vulcanised rubber linedwith EPDM(foodgradequality)and sealsof NBR Face to facedimensionsasperBS5163-89/IS14846/2000(amendeduptodate)/Din 3202F4,Stem/ spindle ofSSAISI316/410Electrostatic epoxypowder(EP-P)/ Fusion bond epoxy | Non-Toxic- suitable for drinkingwater) coated with minimum thicknessof250micronsinsideandoutside, Drilled asperIS1538.Nut-Bolt confirmingtoIS:1363andIS:1367 (Galvanisedsteel)Insertionrubberofblack EPDM 6mm thick. Suitablesupport structureas per directionsoi EIC, Sluice valves includingal! jointing& jointingmaterial,labour,testingandcommissioningalong withpipelineas perTechnicalSpecifications andasperdirectionofEngineer-in- charge. 41 Manually Operated CI Sluice valve of Class PN-1.6 42 80 mm dia 43 100 mm dia 44 125 mm dia 45 150 mm dia 46 Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer. 47 80 mm dia. 48 100 mmdia. 49 125 mm dia. 50 150 mm dia. 51 SITC of Bulk Flow Meter with removablemechanism class B confirming to ISO:4064:2005/ IS: 2373of approvedmake of fo|lowingdia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr rating:PN16,Protectiontype:IP-68, BodyMaterial:15-210Gr.FG-200, AccuracyClass:ClassB(+2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powdercoated,Pulse out put option,Anti-rñagnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meterincludingcuttingthe existingpipelineetc. completein all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 52 BFM 100 mm 53 BFM 150 mm 54 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 55 100 mm 56 150 mm 57 Construction of boundary wall of Brick/ stone masonry as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonry in CM: 1:6 section of foundation above PCC, 600mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)4. Superstructure work: Stone masonry in CM: 1:6, W-300, height-1650mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonry and cement mortar plaster 20 mm thick on brick masonry in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 58 Providing and fixing steel, gate, grating and grills made of angles, tees,square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 59 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 60 M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 61 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil 62 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 63 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 64 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 65 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) 66 Thermo-mechanically Treated bars (Conforming of relevent IS code) 67 Labour charges for cutting, bending for fabrication and binding reinforcement (plain or tor/ribbed/TMT steel) as per drawing and design for R.C.C. and R.B. work including cost of binding wire with all lead and lift up to floor five level complete. 68 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 69 Providing M-25 grade concrete by using cement as per codal provision instead ofM-20 grade design mix. 70 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with four horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete. 71 Add Extra if barbed wire fencing is done on wall upto height of 3.00 Mtr. 72 Work of Inter Connection in CI/DI/MS pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refilling ofexcavated trench / Pit / Road shall be done Properly I.e. after a layer of 20 cm. with proper watering and ramming in layers , for entire job contractor will use his own T&P & labour and will arrange transportation of material required from Store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost). 73 In all type Soil 74 125 mm to 150 mm 75 80 mm to 100 mm 76 Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. 77 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 78 P & F Bib cock (IS : 781 mark), superior quality of approved make , brass 400 gm, 15 mm nominal bore. 79 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 80 Add extra over item no 1.21, 1.22 & 1.23 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 81 Maintenance of pipelines irrespective of size & material which includes Repairing of Bursts & leakages pollution control, survey & removal of choking, disconnection of illegal connections, Collection & recording minimum 10 nos. residual chlorine samples during daily supply timings, interconnections and all works related to pipeline network in existing distribution /rising main pipe lines of all sizes by digging out suitable size of pit in soft and loose soil/ hard soil including cutting of Black top, WBM & CC top of road of any size at work site. This will also include cutting of pipe ends, fixing of pipe piece with jointing material to make repair leak proof and refilling of pit by excavated sand by ramming it at sides of pipes and upto ground level. For entire job contractor will use their own T & P. Contractor with his own resources shall arrange de-watering,JCB & Tractor compressor if any and restore any amenity at his own cost damaged while performing the work in this item. The work includes daily patrolling and repair the leakages within stipulated time and complete maintenance of pipe line network of rising and distribution pipeline network within the scope of work for per km pipe line per month.Jointing material shall be provided by the department. 82 Pipe Line AC,PVC, HDPE/DI 83 63 mm ot 150 mm(10.2*12 months*5 Year=612 Kms) 84 Daily/ periodical operation of valves at supply times forspecifiedbydepartmentpersluicevalveper month (Valve rod and cap to be arranged by contractor) 85 80-300mm (7*12 Months*5 Year = 420 Nos.) 86 Cleaning of Over Head Service Reservoir ( OHSR ) ofbelow mentioned capacity including removal of all silt fromreservoir, scrapping of walls, disinfection of reservoir aftercleaning and disposal of silt up to 1.00 Km lead andpainting the date of cleaning on the reservoir. 87 101 to 200 KL(1 No* twice in a year * 5 Year = 10 Nos.)
