Tender For Providing Drinking Water To Village Luniyas, Gp Badgaon, Under Phed Division Merta, Mla Constituency Merta Tehsil Merta Distt Nagaur Under Budget Announcement 2025-26 - PROPOSAL FOR PROVIDING DRINKING WATER TO VILLAGE LUNIYAS, G.P. - BADGAON, UNDER PHED DIVISION MERTA, MLA CONSTITUENCY - MERTA, TEHSIL - MERTA, DISTRICT - NAGAUR UNDER BUDGET ANNOUNCEMENT 2025-26 Sl. No. Item Description 1 BOQ RWSS LUNIYAS 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 Luniyas (With 20 meter stagging) 5 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. 6 150 mm 7 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. 8 HDPE PE-80PN-6 9 200 mm dia 10 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 ofwork. 11 100 mm 12 150 mm 13 200 mm 14 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 15 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). 16 All End Socketed 17 Upto300 mm Diameter 18 All End Flanged 19 Up to 300 mm Diameter 20 Single Flange/ MJ Collar 21 Up to 300 mm Diameter 22 Double Flange Pipe (up to 1 mtr. length) 23 Up to 300 mm Diameter 24 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as 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 & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-incharge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 25 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 26 80 mm dia 27 100 mm dia 28 125 mm 29 150 mm 30 200 mm 31 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. 32 80 mm dia. 33 100 mmdia. 34 125mm dia 35 150 mm dia. 36 200 mm dia. 37 Providing,lowering, aligning,fixing in positionand Jointing In pipeline, Cl Double Acting kinetic Air Value with isolating Sluice Valveof approved makes for followingpressurerating& dia complete, confirmingto IS: 14B45-2000(amended up to datej and of followingspecifications: Body , Cover and Cowl - Grey Cast Iron asperIN:210-FG200,Float-StainlessSteelAISI304/IS:3444, FloatGuide- HBT1.HPOrifice- HTB2/S5,Bodyseatring-Leadedtin bronze/SS.Sealringand face ring - EPDM/NBR,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outsideof food gradesafefor drinkingwater,Valves includingalj material, labour, testing andcommissioning asperTechnical Specificationsandasper direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 38 Class PN 1.0 39 40 mm 40 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as per direction of Engineer-in-Charge. 41 Air valve pillarfor airvalves size of 80mmdia 42 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. 43 MS pipespecialsupto600 mmdia (withminimum5.0 mmthickness sheet) 44 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. 45 For in-campus Valve Chambers 46 Sluice valve chamber of size1.17m x0.95m x1.37m for pipe size-from 125-to-150mm 47 Sluice valve chamber of size1.26m x1.85m x1.76m for pipe size-from 200-to-300mm 48 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. 49 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. 50 Bituminous courses 51 Granular courses 52 Removing & re-fixing of precast cement concrete interlocking paving blocks of all sizes over 50 mm thick course sand bedding (duly compacted) including filling of joints with sand complete in all respect. 53 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work 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,complete work as per technical specification and scope of work. 54 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. 55 Plain cement concrete pavementof M-30 Grade 56 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 57 150 mm dia 58 200 mm dia. 59 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. 60 BFM 150 mm 61 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). 62 In all type Soil 63 125 mm to 150 mm 64 200 mm to 300 mm 65 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. 66 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. 67 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. 68 M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 69 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 70 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. 71 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : 72 Columns, pillars, posts and struts etc. 73 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. 74 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 75 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) 76 Thermo-mechanically Treated bars (Conforming of relevent IS code) 77 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. 78 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 79 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five 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 reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 80 Add extra for providing richer mixes respectively at all floor levels 81 Providing M-25 grade concrete by using cement as per codal provision instead ofM-20 grade design mix. 82 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. 83 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. 84 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 85 Extra for using galvanized barbed wire instead of black barbed wire. 86 Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. 87 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. 88 Pipe Line AC,PVC, HDPE/DI 89 63 mm ot 150 mm (1.2 KM *12 Months * 5 Year = 72 KM) 90 160 mm ot 350 mm (1.5 KM *12 Months * 5 Year = 90 KM) 91 Daily/ periodical operation of valves at supply times forspecifiedbydepartmentpersluicevalveper month (Valve rod and cap to be arranged by contractor) 92 80-300mm (4Nos *12 Months * 5 Year = 240 Nos) 93 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. 94 101 to 200 KL (1 No* twice in a year * 5 Year = 10 Nos.)
