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| 1 | Providing, Laying & Jointing of Rising pipe line |
| 2 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),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 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. |
| 3 | 80 mm |
| 4 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof 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), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( 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 steel.Insersion 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. |
| 5 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 6 | 80 mm HW |
| 7 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. |
| 8 | In all type of soil |
| 9 | In all type of soil |
| 10 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. |
| 11 | In soft Rock |
| 12 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. |
| 13 | In Hard Rock ( Blasting prohibited) |
| 14 | For dia of pipe up to 150 mm nominal. (for DI pipe) |
| 15 | Dismantling of cement concrete pavement for pipe lineand 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 shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 16 | 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 shallbe made for trench width more than specified,complete work as per technical specification and scope of work. |
| 17 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mmnominal size). |
| 18 | Construction of RCCGLSR |
| 19 | Construction of RCC Circular Ground Service Reservoirs on Hillockof required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab/dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar,ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include 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. |
| 20 | GLSR |
| 21 | 50 KL (in Village) |
| 22 | 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 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.(100 mm Dia) |
| 23 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof 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), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( 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 steel.Insersion 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. |
| 24 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 25 | 80 mm HW |
| 26 | 100 mm HW |
| 27 | Providing, Laying & Jointing of Distribution pipe line |
| 28 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),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 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. |
| 29 | 100 mm |
| 30 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto 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 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. |
| 31 | HDPE PE-80PN-6 |
| 32 | 90 mm dia |
| 33 | 75 mm dia |
| 34 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof 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), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( 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 steel.Insersion 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. |
| 35 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 36 | 80 mm HW |
| 37 | 100 mm HW |
| 38 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. |
| 39 | In all type of soil |
| 40 | In all type of soil |
| 41 | For HDPE pipe line dia up to 110 mm |
| 42 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. |
| 43 | In soft Rock |
| 44 | For HDPE pipe line dia up to 110 mm |
| 45 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. |
| 46 | In Hard Rock ( Blasting prohibited) |
| 47 | For dia of pipe up to 150 mm nominal.(for HDPE Line) |
| 48 | For dia of pipe up to 150 mm nominal. (for DI pipe) |
| 49 | Dismantling of cement concrete pavement for pipe lineand 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 shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 50 | 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 shallbe made for trench width more than specified,complete work as per technical specification and scope of work. |
| 51 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mmnominal size). |
| 52 | Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee. |
| 53 | 5.0 HP |
| 54 | 2 pump 1.74 lps and 70 mtr head, HP = 5 |
| 55 | Suppling and installation 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 prevender, suitable capactiors, phase indicators, lighting arrangement etc complete suitable for three phase pump set, The panel should havespace for energy meter (supplied by DISCOM) , All these equipments shall be housed by panel box made out 18 gauge M.S. sheet with powder coating , panel should be of minimum size 900 x 600 x 450 mm wit board forstand (made of angle iron of size 35 x 35 x5 mm)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 cementconcrete plat from . The sizeof CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel shouldhaving opening of suitable size in fornt of space for engery meterld be suitable for on 440 volt AC |
| 56 | Above 5.00 HP to upto 10 HP |
| 57 | Supply & Fixing of ISi marked three core PVC flat submersible cable as per IS 694: 1990 or amended up to date and conductor as per class 5 of IS 8 130: 1980 includ ing making connection etc |
| 58 | 3 Core 4 Sq. mm |
| 59 | Providing and laying of PVC insulated and PVC sheathed cables of 1.1 KV grade with aluminum conductor of IS: 1554 category- II and approved make of including excavation of 30 x 75 cm side trench as per IS: 1255- 15 cm thick layer of sand and II class brick covering, refilling earth in remaing portion making necessary connection including testing etc. of required size and core (category- I) make as mentioned in specification (Make- CCI/ Gloster, Nicco, Finolex, Unitop, BCH and other make as acceptable in PHED Rajasthan): |
| 60 | 10.0 Sq. mm, 4 Core |
| 61 | Providing and Lowering of GI Assembly Pipes Class- B (IS: 1239) for various sizes including flange tightening, welding with MS Patti, hole making and cable grove making as per required length of 3.00 M/ 6.00 M (Pipe and flange shall be arranged by the Contractor also). Length of MS strip will be 100 mm, Width- 20 mm and thickness- 6 mm and to be welded around the strip with pipe and flanged. Hole in the flanged will be standard size and above 15 mm in size. After tightening the pipe and flanged, welding will be done at junction of flange This includes providing of GI pipes and Lowering of pipes with rubber washer and MS nut Bolts of required size complete in all respect including all material. |
| 62 | B Class 50mm dia |
| 63 | Supply of MS clamp, set of 50x6 mm flat form iron with nuts and bolts etc. holding the riser pipe assembly of submersible pump set. |
| 64 | 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. |
| 65 | Provinding & Fixing of double flanged , CI body , ISI marked NRV of apporved make ofFollowing sizeincluding cost of all labour jointing material with nuts & bolts & rubber sheet complete Job in all respect. |
| 66 | 65mm |
| 67 | Providing service connection for House Hold |
| 68 | Providing service connection as per technical specification and standred drawing as per relevrnt IS Code (amended up to date ) from all Kind of water mains up to consumer meter / premises ( Complete jobs ). This Job including digging out suitable size of pits and trench for laying service line in all kinds of soils including demolishing of cement concrete , WBM, Black top etc. of all thickness, cutting of CC road / Jhiri by using a concrete cutter machine , depositing and refilling of pit & Jhiri with watering & ramming / compacting in layers and disposal of surplus excavated soils as directed with in alead of 50 meter, providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule 4.0 mm (ISI make), Valve (IS : 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISo 4427 below ground level and P & F GI pipe 15 mm dia class B(ISI mark) above ground levellevel in the premises for fixing for fixing tap (max. length 2.00 mtr , P & F a 15 Bib cock with faom flow chrome plated with complete brass body including brass handle having good quaility with wt 300 to 325 gm, includingflushing, cleaning, disinfecting and testing of pipe line complete required for making of service connectiuon in all respect including labour charge, In addition to ferrle , an orifice of 4.0mm dia should also be provided in the service line at the entry point of the consumer\"s property in such a way that it shuld be accessible for inspection to VWSC,PHED and any other authority which would like to inspect as and when required.The service line should laid 45 CM below GL , except in case of concrete/ bituminous roads where minimum depth shall be 20 cm |
| 69 | Average length upto 05 mtr 20 mm dia MDPE and 02 mtr 15 mmGI pipe class B. |
