|
| 1 | Construction & commissionig of Tubewell (Based on PHED Ammend. BSR 2022) |
| 2 | Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. |
| 3 | (2.3.2) Nominal bore 200 mm dia. |
| 4 | (2.3.3) Add 15% extra on above item (Item No 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. |
| 5 | (2.11) Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amendedup to dateoffollowing sizes |
| 6 | (2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 7 | (2.12) 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. |
| 8 | (2.12.3) 200 mm dia nominal bore. |
| 9 | (2.22) 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. |
| 10 | (2.23) Supply &Fixing tube wellcoverofMS sheet 8mmthickattop&5mmthick 100mmwide shroudaroundthe edge soastoformacaponthe topendof casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through ahole inthe centre of MS sheet. A25 mmsocket 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. |
| 11 | (2.23.3) 200 mm dia |
| 12 | (2.15) Supply&Installationof3phaseISImarkedsubmersiblemotorpumpsetof three star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283- 2013(motor)orasamendeduptodateofapprovedmake offollowing duty conditionwithrequiredaccessoriesincludingmakingconnectionsuitablefor tubewell/DCB.Thejobincludesloweringofmotorpump,installationof complete fitting & accessories, jointing of electrical cables up to switch board, testingofsubmersiblepumpsetandinterconnectionuptowatermains, complete in all respect. |
| 13 | (2.15.4)7.5 KW (10 HP) & head above 120 mtr. |
| 14 | (2.3) Providing&Fixingofdoubleflanged,CIbody,ISImarkedNRVofapprovedmake of following sizes |
| 15 | (2.30.2) 80 mm dia |
| 16 | (2.18) 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, lightingarrangementetccompletesuitableforthreephasepumpset.The panelshouldhavespaceforenergymeter(suppliedbyDISCOM). Allthese equipments shall be housed by panel box made out from 18 gauge M.S. Sheet withpowder coating. Panelshouldbe of minimumsize 900 x600 x450 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 meterreading.Theoperationofpanelshouldbesuitable foron440VoltAC Supply. |
| 17 | (2.18.2) Above 5 HP and up to 10 HP |
| 18 | (2.2) Supply&FixingXLPEinsulated/P.V.C.sheathedcableof1.1KVgradewith aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground asperIS:1255includingexcavationof30cmx75cmsizetrench,25cmthick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. |
| 19 | (2.20.4) 16 Sqmm, 4 core |
| 20 | Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to 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. |
| 21 | 50 mm dia |
| 22 | (2.32) Supplying&Installing100mmdiametersealeddiaphragmbourdontypepressuregaugeofrange0to10kg. includingalljointingmaterialasper specification with safety cover. |
| 23 | (2.24) Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B\" class), SteeltubeasperIS:1239oramendeduptodateandzinccoatingasperIS 4736,threadedanddoubleflanged(welded)onbothendsandtwonumber 25x3mm MS flat welded on both ends between pipe & flange, rubber washer &nut bolts etc. complete in all respect. |
| 24 | (2.24.2) 50 mm dia |
| 25 | 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. |
| 26 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. |
| 27 | (2.19) 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 8130:1980 including making connection etc. |
| 28 | (2.19.1) 3 core 4.0 mm2 |
| 29 | Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. |
| 30 | (6.1) Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valvesstraightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of followingspecifications:Body,Bonnet,Wedge,Gland,ThrustPlate,Cap&Hand wheel ofGreycastironofIS:210/ FG200 Stem -SS 304,BodySeatring,Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS 14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsersionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 31 | (6.1.1) Manually Operated CI Sluice valve of Class PN-1.0 |
| 32 | (6.1.1.1) 80 mm HW |
| 33 | Rising Main Pipeline (Based on PHED Ammend. BSR 2022) |
| 34 | (1.4) Providing,lowering,layingandjointing intrenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) withnecessaryjointingmateriallikemechanicalconnectors,i.e.thread/insertjoint/quickreleasecouplerjoint/compression fittingjointorflangedjointandspecialsjointingpipeby 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:Providingandfixingofallrequisitespecialsasperdrawing, 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. |
| 35 | (1.4.3) HDPE PE-80 PN-10 |
| 36 | (1.4.3.1) 90 mm dia |
| 37 | (4.1) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil |
| 38 | (4.3) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means intrenchesofrequiredwidthandgradientforlayingandjointingofpipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to1.5Mtr.includingtakingouttheexcavatedsoil,andthenreturningthesoilas required in layers not exceeding 20cm in depth including consolidating each depositedlayerbyramming,wateringetc.andstackingserviceablematerialfor measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: |
| 39 | (4.3.1) Ordinary rock |
| 40 | (6.1) Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valvesstraightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of followingspecifications:Body,Bonnet,Wedge,Gland,ThrustPlate,Cap&Hand wheel ofGreycastironofIS:210/ FG200 Stem -SS 304,BodySeatring,Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS 14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsersionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 41 | (6.1.1) Manually Operated CI Sluice valve of Class PN-1.0 |
| 42 | (6.1.1.1) 80 mm HW |
| 43 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 44 | 80 mm dia |
| 45 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedup to date) PN 1.6 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. Class PN 1.6 |
| 46 | 50 mm |
| 47 | (9.1) 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. |
| 48 | (9.1.3) For AA ClassLoading Valve Chambers |
| 49 | (9.1.3.1) Sluice valve chamber of size1.13m x0.85m x1.225mfor pipe size-upto100mm |
| 50 | 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 directed by Engineer. |
| 51 | Air valve pillarfor airvalves size of 80mmdia |
| 52 | Reservoirs (Based on PHED Ammend. BSR 2022) |
| 53 | Providing, installation, testing and commissioning structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting for following staging and capacity of Rotational Moulded Polyethylene water storage tank on it as per indicative drawing given in the bid document. On thePolyethylene tanks, there shall be provision of suitable space for installation of solar panels up to 5.0 KW and further additional 2.5 KW on the side of Steel structure if required as per indicative drawing. Cost of solar panels is not included in this item . The structural steel shall be 120 micron hot dip galvanized iron and foundation of structure shall be in RCC with minimum depth as 2.0 mtr (other than rocky strata). The work includes P&F of Polyethylene Water Storage Tank(IS: 12701,ISI marked, indicating the BIS license No.) of approved make with cover. Providing & fixing 50 mm dia ISI marked G.I. class B pipe for inlet, outlet and over flow pipe and 32 mm GI class B pipe for wash out with GM gate valves at inlet and outlet pipe Including making connection etc. complete as per drawing, technical specification and direction of Engineer in In charge. The scope includes inlet GI pipe from ground level to water tank and outlet pipe from water tank to ground and up to 2.0 mtr away from foundation and overflow pipe is to be interconnected in distribution pipe line. Wash out pipe shall be taken up to a suitable point minimum 5.0 mtr away from tank. Water level controller shall installed to monitor level in tank and shall automatically shut off motor when tank is filled . |
| 54 | Note: There shall be 5 year service warranty for structure, tank, fittings etc. andsuitable provision shall be included in tender document. |
| 55 | 7500 Litre X 2 Nos. PE water tank , staging 12 meter. |
| 56 | 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. |
| 57 | 100 mm |
| 58 | 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) 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. 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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 59 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 60 | 100 mm dia |
| 61 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 62 | 100 mm dia. |
| 63 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedup to date) PN 1.6 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. Class PN 1.6 |
| 64 | 50 mm |
| 65 | 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. |
| 66 | BFM 80 mm |
| 67 | (9.1) 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. |
| 68 | (9.1.1.) For Class-AA loading |
| 69 | (9.1.1.1) Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm |
| 70 | Distribution Pipeline (Based on PHED Ammend. BSR 2022) |
| 71 | (1.4) Providing,lowering,layingandjointing intrenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) withnecessaryjointingmateriallikemechanicalconnectors,i.e.thread/insertjoint/quickreleasecouplerjoint/compression fittingjointorflangedjointandspecialsjointingpipeby 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:Providingandfixingofallrequisitespecialsasperdrawing, 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. |
| 72 | (1.4.1) HDPE PE-80PN-6 |
| 73 | (1.4.1.1) 75mm dia |
| 74 | (1.4.1.2) 90 mm dia |
| 75 | 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 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. |
| 76 | HDPE PE-80PN-6 |
| 77 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&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. |
| 78 | (4.1) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil |
| 79 | (4.3) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means intrenchesofrequiredwidthandgradientforlayingandjointingofpipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to1.5Mtr.includingtakingouttheexcavatedsoil,andthenreturningthesoilas required in layers not exceeding 20cm in depth including consolidating each depositedlayerbyramming,wateringetc.andstackingserviceablematerialfor measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: |
| 80 | (4.3.1) Ordinary Rock |
| 81 | (4.3.2) Hard Rock (requiring blasting) |
| 82 | (6.1) Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valvesstraightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of followingspecifications:Body,Bonnet,Wedge,Gland,ThrustPlate,Cap&Hand wheel ofGreycastironofIS:210/ FG200 Stem -SS 304,BodySeatring,Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS 14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsersionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 83 | (6.1.1) Manually Operated CI Sluice valve of Class PN-1.0 |
| 84 | (6.1.1.1) 80 mm HW |
| 85 | (6.1.1.2) 100 mm HW |
| 86 | (9.1) 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. |
| 87 | (9.1.1.) For Class-AA loading |
| 88 | (9.1.1.1) Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm |
| 89 | (4.7) ProvidingandlayinginpositioncementconcreteM10gradenominalmix1:3:6(1 Cement:3coarsesand:6gradedstoneaggregate40mmnominalsize)inbase course complete including all material, labour, machinery, lighting, guarding for road restorationworkintrenchesofpipelineandchamberwork.MeasurementforCC work to be madeas per standard trench width specified in tender document and no extrapaymentshallbemadebemadefortrenchwidthmorethanspecified, complete work as per technical specification and scope of work. |
| 90 | (4.8) Providingandlayinginpositioncementconcreteinspecifiedgradeoverprepared basecoursecompleteincludingfinishing,curing,allmaterial,labour,machinery, lighting,guardingforroadrestorationworkintrenchesofpipelineandchamber 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. |
| 91 | (4.8.1) M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 92 | (4.5) Dismantlingofcementconcretepavementforpipelinelineandchambersby mechanical means using pneumatictools, cuttingthe peripheraledge byCCcutter, 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 asperstandardtrenchwidth specifiedintenderdocumentandnoextrapaymentshallbemadebemadefor trenchwidthmorethanspecified,re-handlingofmaterial/earthtocompletethe tasks as per technical specification and scope of work. |
| 93 | (4.9) Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable&nonserviceablematerialseparately.disposalofdismantledmaterial lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bedofcoarsesandandthejointstobefilledwithfinesand.Layingprocedureon compacted sub base as defined. Complete job is to be executed as per the directions ofEngineerincharge.Theratestobeinclusiveoffixingofminimum70percent reusableprecastconcreteinterlocking blockandcostofrequirednewprecast concreteinterlockingblockagainstdamaged,includingall leadandliftasper Technicalspecifications. (Interlockingblock manufacturedbyfullycomputerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batchingplantofclassA-1asperBS:6717-2001.Tensilesplittingstrengthand breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) |
| 94 | (4.9.2) 80 mm thick. |
| 95 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 96 | 80 mm dia |
| 97 | 100 mm dia. |
| 98 | Survey by Electronic Total station/DGPS of villages with a view of preparing \"village index plan \"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 at some important points as per instruction of engineer in charge.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 out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM |
| 99 | Rate for length up to 2.5 km |
| 100 | Add extra for length more than 2.5 km |
| 101 | Functional House Hold Connection (Based on PHED Ammend. BSR 2022) |
| 102 | (1.21) Providing Household Tap Connectionas per technical specification andapproved 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. |
| 103 | (1.22.1) For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 104 | (1.24) P&FBibcock(IS:8931mark),superiorqualityofapprovedmake, withfoamflowchromeplatedwithcompletebrassbodyincluding brass handlewith wt 300 to 325 gm.15 mm nominal bore. |
| 105 | (1.27) Add extra over item no 1.21 & 1.2 2for providingf 20 mm ISI marked PN16SDR7.4(IS:15801:2008) PPR-C(Threelayered)pipeincluding excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 106 | Survey of all properties, preparation of GIS based consumer mapping of consumer water connectiondatabase, plotting assets on GIS map etc. (Satellite image will be provided by the Department) |
| 107 | (9.3) Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in;workincludesvisitingthevillageforcollectingbasicdata consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc.and entering thedetailsontheabovewebsite.Thecostalsoincludescomputerandoperator. |
| 108 | Solar Based Water Supply (Based on PHED Ammend. BSR 2022) |
| 109 | Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation ofPV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document. |
| 110 | Providing, installation, testing and commissioning of AC submersible pump sets with inbuilt or individual solar pump controllerwith Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps..Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document. |
| 111 | Solar pumpshall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope . 7.5 KW (10.0 HP)Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switchbe provided. The cable shall be ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.The duty condition of pump set shall be as per scope of work and entire work shall be executed as per technical specification and direction of Engineer in charge. |
| 112 | Supply, installation, testing and commissioning of Remote monitoring unit on off grid solar controller for remote ON/OFF, parameter setting, monitoring and troubleshooting through mobile etc. complete. Web charges and data charges for 5 year during service warranty etc. complete in all respect as per technical specification and as per direction of Engineer. |
