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| 1 | Tubewell |
| 2 | Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it\"s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it\"s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. Nominal bore 200 mm dia. |
| 3 | Construction of tube well after completion of drilling by rotary /percussion/odex method & upto 150 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. Nominal bore 200 mm dia. |
| 4 | Add 15% extra on above item for drilling depth beyond 150 mtr, If depth of Tube well is more than 150 mtr. |
| 5 | Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. |
| 6 | Development of tube well as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable compressor to give sand free water for required yield of the gravel packed tube well. |
| 7 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 8 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985.200 mm dia nominal bore of 5.4mm thickness |
| 9 | Providing & laying ISI marked GI Pipe “A” class as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. |
| 10 | Supply & Installation of 3 phase ISI marked submersible motor pump set offive star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.9.3 KW (15 HP) & head above 120 mtr. |
| 11 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. Above 10 HP and up to 15 HP |
| 12 | Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc.3 core 6.0 Sq.mm |
| 13 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core |
| 14 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. \"B\" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 15 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. |
| 16 | Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 200 mm dia |
| 17 | Providing & Lowering in tube well ISI marked GI Pipe “B\" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 50 mm dia |
| 18 | Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 50 mm dia |
| 19 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. |
| 20 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 80 mm dia |
| 21 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. |
| 22 | For Stand by Pump Sets |
| 23 | Risingmain Pipeline |
| 24 | Earthworkinexcavationbymechanicalmeans(HydraulicExcavator)/ manualmeansintrenchesofrequiredwidthandgradientforlayingand jointingofpipe lineincluding excavationfor sockets,anddressingof sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, andthen returningthe soil as requiredin layersnot exceeding20cm in depth including consolidating each deposited layer by ramming, watering etc. anddisposalofsurplusexcavatedsoilasdirectedwithinaleadof50Mtr. including required all safety provisions etc.:All kinds of soil |
| 25 | Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC 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.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 as per technical specification and scope of work. |
| 26 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, 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. M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 27 | 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.HDPE PE-80 PN-10 90 mm dia |
| 28 | 110 mm dia |
| 29 | 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 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 specificationsand 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. HDPE PE-80 PN-10 125 mm dia |
| 30 | 140 mm dia |
| 31 | 160 mm dia |
| 32 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 or Screwed type shall have external pipe threads conforming to IS 554Fasteners - CS Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Class PN 1.0 25 mm S-1 TypeNote: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 33 | 40 mm S-1 Type |
| 34 | SITC of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in 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. BFM 80 mm |
| 35 | BFM100 mm |
| 36 | BFM 150 mm |
| 37 | 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 vulcanisedrubber 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 or equivalent) Electrostaticepoxy 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. Suitablesupport 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-in-charge. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 80 mm diaNote: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 38 | 100 mm dia |
| 39 | Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre- cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge.For Class-A loading ( Distribution ) Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-upto100mm |
| 40 | Distributionmain Pipeline |
| 41 | Earthworkinexcavationbymechanicalmeans(HydraulicExcavator)/ manualmeansintrenchesofrequiredwidthandgradientforlayingand jointingofpipe lineincluding excavationfor sockets,anddressingof sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, andthen returningthe soil as requiredin layersnot exceeding20cm in depth including consolidating each deposited layer by ramming, watering etc. anddisposalofsurplusexcavatedsoilasdirectedwithinaleadof50Mtr. including required all safety provisions etc.:All kinds of soil |
| 42 | Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC 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.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 as per technical specification and scope of work. |
| 43 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, 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. M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 44 | 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.HDPE PE-80 PN-6 75 mm dia |
| 45 | 90 mm dia |
| 46 | 110 mm dia |
| 47 | 125 mm dia |
| 48 | 140 mm dia |
| 49 | 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 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 specificationsand 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.HDPE PE-80 PN-6 160 mm dia |
| 50 | 180 mm dia |
| 51 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing DuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potable water 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. 100 mm dia DI K-7 pipe |
| 52 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluice valvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . 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-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 80 mm dia |
| 53 | 100mm dia |
| 54 | 125 mm dia |
| 55 | 150mm dia |
| 56 | 200mm dia |
| 57 | Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre- cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. For Class-A loading ( Distribution ) Sluice valve chamber of size1.17m x0.95m x1.37\m for pipe size-upto100mm |
| 58 | Preparation of DPRs for single and small multi village rural water supply schemes under JJM for Administrative & Financial Sanction and Technical sanction, the work includes: Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan, existing HW plan and survey for route of rising/ trunk mains, indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels and TBM at important places as per instruction of engineer in charge. Preparation of technical report, forecasting of population and design demand, source design, techno-economic design of rising mains, selection and design of pumps sets, capacities of CWR, OHSR etc. complete work as per departmental prevailing guidelines and practice. Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or anyPercentage BoQ Name of Work:Rate Contract for the work of construction of Sources, rising main pipelines, CWRs, Pump houses, ESRs, internal village distribution pipeline and FHTC including one year Defect Liability period of SVS & MVSs and there after O&M of works up to village boundary for five years for MVS including preparation of DPR of above works under JJM in the jurisdiction of PHED Region Ajmer Contract No:NIT No.05/2020-2021 of ACE PHED Region Ajmer Hydraulic Design of Distribution network in Loop /Water Gem /EPANET or any other compatible software .Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design output details , such as pipe no , node no, pipe length , pressure at node etc .Preparation of estimate of various components based on prevailing BSRs in PHED and non BSR if any with detailed analysis . Preparation of conceptual drawings , Lsections for rising mains , HW plan , GA drawings of P .S., ESR, CWR, GLSR, valve chambers etc . Printing of DPR in 6 copies, including drawings in appropriate size of paper for A&F and technical sanctions separately as per direction of EIC . Reply of observation raised by department for A &F and TS shall be submitted within timeframe as per scope of work . Work excludes preparation of Bid document and rates are including GST and all For present population above 4001 souls |
| 59 | OHSR |
| 60 | 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)Topographicsurvey,preparationofsitecontourplan,conductingSBCtestandits approval fromdepartmentbefore construction. Submissionandapprovalofconcrete 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 apply 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. |
| 61 | Note: Road cut and restoration is not part of this item and paid separately./ dismantling joints and earth work.21 of ACE PHED Region Ajmer HydraulicDesign of Distribution network in Loop /Water Gem /EPANET or any other compatible software . Preparation of Auto CAD Drawing (A-3/A-2) k) Providing and fixing of hand railing all aroundthe balcony, top dome and staircase consistingof25mmdiameterClass-BGIpipeintworowsand1000mmhigh, 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 connectingittotheconicalcoverofSSventilatorwithtwoseparateGIstripsof 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ 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 palve of Class PN- 1.0 |
| 62 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 MZone 3 Jogion Ka Pura , 150 KL 18 M staging |
| 63 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M Zone 4 Atal Sewa Kendra, 200 KL 18 M staging |
| 64 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 MZone 5 Sr Sec School, 200 KL 18 M staging |
| 65 | Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a)Topographicsurvey,preparationofsitecontourplan,conductingSBCtest andits approval from departmentbefore construction. Submission and approval 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 including all labour andmaterialchargesincludingprovidingandfixingofaccessoriessuchasSSladder,SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR 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 vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab. |
| 66 | g)Providingandapplyingthreecoatsofcement-basedpaintontheremainingexternal surface area of the structure. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l)ProvidingandfixingCI/DIpuddlecollarstheverticalwallforconnectinginlet,outlet, overflow and washout pipes of the reservoir.m)Inlet,outlet,overflow,washoutpipesandvalvesarenot includedinthiswork,provisionforthesameshallbetaken separately. Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 |
| 67 | HW Atal sewa Kendra 200 KL |
| 68 | HW Akhawada 200 KL |
| 69 | Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical 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 testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. For inlet 0f 3 OHSRs 100 mm |
| 70 | 150 mm |
| 71 | 200 mm |
| 72 | Pump House & Boundary wall |
| 73 | ConstructionofPumphouseofrequiredsizesuitableforinstallationof maximum 4 no. monoblock pump sets as per approved GA drawing, scope of workandtechnicalspecificationcompleteworkinallrespectincluding electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. |
| 74 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing,scopeofworkandtechnicalspecificationscompleteworkinall 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 masonary in CM: 1:6 section of foundation above PCC, 600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)4.Superstructurework:StonemasonaryinCM:1:6,W-300,height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary andcement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7.OntopofwallthereshallbeCCCoping75mmthick(1:2:4)shallbe 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. |
| 75 | 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 drawingincludingcuttingweldingandfabricationwithprimingcoatofred oxide and two coat of enamel paints. |
| 76 | Procurement and installation ofpumping set |
| 77 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. Centrifugal Monoblock Pump set (Single Stage)Dischage 23.09 LPS HEAD 60 M at PH PHED Campus |
| 78 | Dischage 23.09 LPS HEAD 100 M at Akhawada HW |
| 79 | 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 alongwith pipelineaspertechnicalspecifications anddirection of Engineer in-charge. MS pipespecialsup to600mmdia (withminimum5mm thickness sheet) |
| 80 | Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valve of approved make of following Pressure rating & dia complete, asperAPI:594/API:598andoffollowingspecifications: Body&CoverofGrey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (foodgradequality),BodyseatofSS,FacetofacedimensionsasperAPI:594,FlangesDrilledasperIS:1538. Epoxy(Non-Toxic&suitablefordrinkingwater) applied on body & coverinside and outside . Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,Spring SS AISI 316/304 , Bonnet Gasket EPDM ,Bush- BrasswithEPDM/NBR\"O\"ringseal.Nut-BoltconfirmingtoIS:1363andIS:1367 (galvanisedsteel),InsertionrubberofblackEPDM6mmthick.Suitable support structureasperdirectionsofEIC includingjointing&jointingmaterial,labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Class PN 1.6 125 mm diaNote: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 81 | 150 mm dia |
| 82 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Class PN 1.0 40 mm S-1 TypeNote: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 83 | 50 mm S-2 Type |
| 84 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 25.0 Sq.mm, 3.5 core |
| 85 | STAR DELTA STARTER 22.0 KW (30.0 HP)- :For 2 motors (1 W+ 1S)I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm(0-500V)(1),VoltSelectorSwitch(1),AnalogAmmeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 125/5A CL 1.0 5VA(3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G- MCCB100ATPN25KAWithT/MBasedOverCurrent&Short Circuit Protection (2), Power Cont 40A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (23-32A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5( Red- 1, Green - 1)(4), SelectorSwitch 1Pole, 2Way (2), Capacitor 440VAC Heavy Duty MPP Type 12.5Kvar (2), S/D Timer(2) |
| 86 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia.G.I.\"B\"classwateringPipeincludingallaccessorieslikenut,bolts,reducer,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged typewithlockingarrangementC.I.Cover, C.I.Frameofsize300mmx 300mmcompletewithalternatelayersofsaltandcoke/charcoal,testingof earth resistance as required. |
| 87 | SITCofD/FFullboretypeElectromagneticFlowMeterofapproved makeoffollowingdiaandspecificationscomplete:Media:Water(Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube:SS304, Electrode:SSAISI316L/ HastelloyC276/Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS,FlangeStandard&Rating:ANSI150,Coilhousing:SSAISI304/ CarbonSteel/ DieCastAluminium,withanticorrosive paint &provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy:±0.5%M.V.-velocity0.3to10m/s,Transmitter/signal convertorEnclosure: DieCastAluminium,PowerSupply : 80-240VAC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, DisplayType:LCD/LEDDisplay,CableEntry:M20X1.5, ProvisionofRAM/PROMtostorecalibrationandconfigurationparameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required,andallmaterialsrequiredformakingconnectionwithexisting pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Pumping Stations EFM 125 mmNote: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 88 | EFM 150 mm |
| 89 | Supplying&Installing100mmdiametersealeddiaphragmbourdontype pressuregaugeofrange0to10kg. includingalljointingmaterialasperspecification with safety cover. |
| 90 | Functional House Tap Connections. |
| 91 | Providing Household Tap Connectionas per technical specification and approved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes 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 electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 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) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings 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. Note: Road cut and restoration is not part of this item and paid separately. For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 92 | P&FBib cock (IS:8931mark),superior qualityof approvedmake , brass 400 gm, 15 mm nominal bore. |
| 93 | Roadcuttingforhouseholdserviceconnectioninminimum trench width wherever road crossing is required. Road cutting of cementconcrete,WBM,Black top etc.ofall thicknessshall be done byusingaconcretecuttermachinekeepingminimum trench width and restoration of the road with Cement concrete withPCCM-10andCCM-30gradeasperspecificationand direction of Engineer in charge.. |
