Public Health Engineering Department-PHED has published Work Of Construction And Commissioning Of Rcc Ohsr And Cwr And P/L/J Of Rising Main And Internal Dist. Network Alongwith Providing Fhtc From Already Laid/ New Distri. Pl To Property Line, Incl. All Material And Labour With 12 Months Defect Liability Perio. Submission Date for this Tender is 03-12-2020. Rising Mains Tenders in SE DISTRICT CIRCLE JAIPUR Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 27-Oct-2020 | Date Corrigendum | Date | 09-11-2020 |
| 2 | 09-Nov-2020 | Date Corrrigendum | Date | 03-12-2020 |
| 3 | 30-Nov-2020 | Fee | Fee | 03-12-2020 |
| Name of Work: Work of const. and comm. of RCC OHSR and CWR and P/L/J of Rising main and Internal Dist. Network alongwith providing FHTC from already laid/ New distri. PL to property line, incl. all material and labour with 12 months defect liability period of RWSS RENWAL MANJHI BLOCK PHAGI District Jaipur | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. \nAll kinds of soils Depth upto 1.5 m | 1255.45 | Cum | |
| 2 | 2 | Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. Bituminous courses | 20 | Cum | |
| 3 | 3 | Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. Granular Course | 50 | Cum | |
| 4 | 4 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. | 194 | Cum | |
| 5 | 5 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. \nM20 grade Nominal Mix / Design Mix | 194 | Cum | |
| 6 | 6 | Providing, lowering, laying intrenches, aligning, fixingin position and jointing Ductile Iron (DI) ISI arked K-7 . grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining, suitable for potable Water with rubber ring (EPDM) joints as. per IS: 5382-1985including all taxes (Central and local), transportation and freight charges, 'inspection charges, loading/ unloading charges, including cost . of labour and material, .. specials (Tee, bend ete.) satisfactory hydraulic testing, isinfection 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. | |||
| 7 | 7 | 100 mm dia DI K-7 pipe | 1045 | Rm | |
| 8 | 8 | 150 mm dia DI K-7 pipe | 1980 | Rm | |
| 9 | 9 | 200 mm dia DI K-7 pipe | 55 | Rm | |
| 10 | 10 | Providing, lowering, laying, aligning, fixing in position and jointing in pipe line DI Kinetic Double Air Valves of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. | |||
| 11 | 11 | 50 mm dia | 4 | No. | |
| 12 | 12 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.\n\nManually operated class PN 1.0 | |||
| 13 | 13 | 100mm dia | 1 | No. | |
| 14 | 14 | 150mm dia | 2 | No. | |
| 15 | 15 | 200mm dia | 1 | No. | |
| 16 | 16 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. | |||
| 17 | 17 | For Pipeline | |||
| 18 | 18 | 100 mm dia PN-1.0 | 1 | No. | |
| 19 | 19 | 150 mm dia PN-1.0 | 2 | No. | |
| 20 | 20 | 200 mm dia PN-1.0 | 1 | No. | |
| 21 | 21 | For Pumps | |||
| 22 | 22 | 150 mm dia PN-1.0 | 3 | No. | |
| 23 | 23 | 200 mm dia PN-1.0 | 2 | No. | |
| 24 | 24 | 400mm dia PN-1.0 | 1 | No. | |
| 25 | 25 | Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. | |||
| 26 | 26 | 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve | 3 | No. | |
| 27 | 27 | 90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve | 1 | No. | |
| 28 | 28 | Design & Construction of clear water reservoirs of required capacity at following places, including its piping, fittings, etc complete in all respect as per the scope of work & specifications given in the tender document for the following sizes . | |||
| 29 | 29 | Construction of Clear Water Reservoir at J En Campus | 100 | KL | |
| 30 | 30 | Design & Service reservior reservoirs of required capacity at following places, including its piping, fittings, etc complete in all respect as per the scope of work & specifications given in the tender document for the following sizes . | |||
| 31 | 31 | Pahadia Road, 350 KL 22 M staging | 350 | KL | |
| 32 | 32 | Providing and mixing admixture of synthetic polypropylene Fibrillated mesh fibers free form any reprocess Olefins & confirming to ASTM C 1116 Type III 4.1.3 Having grade 6mm / 12mm melting point of 165 deg.C., strengt>600 mpa Sp. Gravity:0.92 g/cc, diameter 10-70 microns. It is required in specified ratio @ 0.25% ( 125 Gm. Fibre in 50kg cement) for use. Mix it directly with contents in rotating site mixer direction of the Engineer with all leads and lifts. | 2000 | per pack 125 gm | |
| 33 | 33 | Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification | |||
| 34 | 34 | Dischage 25.35 LPS HEAD 45 M at PH J En Campus 20 KW each | 2 | Nos | |
| 35 | 35 | Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. | |||
| 36 | 36 | MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | 500 | Kg | |
| 37 | 37 | Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI dual plate check valves of PN 1.0 rating of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.\n | |||
| 38 | 38 | Pumping Stations | |||
| 39 | 39 | 150 mm dia | 2 | No. | |
| 40 | 40 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.\n(Category "A" " Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG)\nManually operated class PN 1.6 | |||
| 41 | 41 | 150mm dia | 3 | No. | |
| 42 | 42 | 200mm dia | 2 | No. | |
| 43 | 43 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Butterfly valves of approved make & design standard of following dia. complete (including jointing & jointing material) including all material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer. \nManually Operated(PN 1.6 class) | |||
| 44 | 44 | 150mm dia | 2 | No. | |
| 45 | 45 | Providing & Laying XLPE insulated IS:7098/II/85 of approved make H.T.cable for working voltage 11 K.V.Un-Earthed with Stranded Compacted Circular Aluminium Conductor, Conductor Screened with Extruded Semi-conducting compound, XLPE Insulated, Insulation Screened with extruded semi-conducting compound in combination with Copper Tape, cores laid up, inner sheath of Thermoplastic tape, galvanised flat steel strip armoured and overall Extruded PVC Type ST- 2 Outer Sheathed cable direct in ground including excavation of 30cmx100cm size trench, 25cm layer of river sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection testing etc.as required of size. | |||
| 46 | 46 | 3 core 120.0 Sq.mm | 60 | M | |
| 47 | 47 | Providing, installation, testing and commissioning of LT MCC with panels housing motor starters relays, MCB/MCCBs, bus-bar for all pump sets including all internal cabling and cable/bus-bar from switchyard, up to panels, etc, complete in all respect as per the scope of work & specifications . | 40 | kw | |
| 48 | 48 | Providing, installation, testing and commissioning of capacitor control panels, housing power factor control system panel/capacitors (APFC Panel), other accessaries including all internal cabling and cable/bus-bar from switchyard, up to panels, etc, complete in all respect as per the scope of work & specifications. | 40 | kw | |
| 49 | 49 | Twin earthing the plant as per I.E rules including cost of materials required. Conductors above ground shall be galvanized steel and conductor buried in ground or enclosed in concreted shall be mild steel | 2 | LS | |
| 50 | 50 | Supply, Fabricating & installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with suspenders and including painting as required | |||
| 51 | 51 | Hot Dipped Galvanized | |||
| 52 | 52 | 100mm x 50mm x 1.6mm | 50 | m | |
| 53 | 53 | 150mm x 50mm x 1.6mm | 50 | m | |
| 54 | 54 | Providing, Installation, Testing and Commissioning of MAGNETIC FLOW METER for Water Application: Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5% | |||
| 55 | 55 | 200 a | 1 | No. | |
| 56 | 56 | Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: | |||
| 57 | 57 | Die cast aluminum | 2 | each | |
| 58 | 58 | Supply and erection of hot dipped galvanised steel swaged tubular pole conforming to IS: 2713-1980 (part I to II) with galvanised base plate in position including excavation of the pit and filling the same with C.C. of M-20 grade (1:1.5:3) from base plate to 50cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outer dia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals , cable entry, GI cable sleeve complete as required. The pole shall be galvanised using ISI mark seamless tube for structural purpose of following height & designation. ( See Table E - 09 for specs. ) | |||
| 59 | 59 | 7.5 Mtr. ( 410 SP - 5 ), Group 3 | 6 | each | |
| 60 | 60 | P & F of IP 65 protected LED Post-Top-Light system with Die cast housing, poycarbonate diffuser, 40 - 60W, 220-240V, 50Hz (integrated Driver), LED lamps supplied with pre-wired cable of 1 mtr. Driver shall be high efficiency having efficiency > 85% and in compliance to IEC standards (Integral with light fixture).system life of 25000 Burning Hours with 70% of initial Lumens maintained. Light output in Cool white or Warm White Colour as per engineers choice. Fixtures shall be CE compliance. | |||
| 61 | 61 | 40W LED Post Top Fixture , Group 3 | 6 | each | |
| 62 | 62 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. \nAll kinds of soils Depth upto 1.5 m | 15181 | Cum | |
| 63 | 63 | Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. Bituminous courses | 100 | Cum | |
| 64 | 64 | Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. Granular Course | 200 | Cum | |
| 65 | 65 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. | 1566.19 | Cum | |
| 66 | 66 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. \nM20 grade Nominal Mix / Design Mix | 1566.19 | Cum | |
| 67 | 67 | Providing, lowering, laying intrenches, aligning, fixingin position and jointing Ductile Iron (DI) ISI arked K-7 . grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining, suitable for potable Water with rubber ring (EPDM) joints as. per IS: 5382-1985including all taxes (Central and local), transportation and freight charges, 'inspection charges, loading/ unloading charges, including cost . of labour and material, .. specials (Tee, bend ete.) satisfactory hydraulic testing, isinfection 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. | |||
| 68 | 68 | 100 mm dia DI K-7 pipe | 4552 | Rm | |
| 69 | 69 | 150 mm dia DI K-7 pipe | 768 | Rm | |
| 70 | 70 | 200 mm dia DI K-7 pipe | 200 | Rm | |
| 71 | 71 | Providing, lowering, laying and jointingtrenches, standard lengths HDPE . ISI marked Pipes as per IS- 4984: l995 (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 labours 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) \nNote : Providing and fixing ofall requisite specials as per drawing, design and layout are inclusive· in RM measurement of the item and shall not be paid separately. Supply upto 110mm dia. in coil & above 110mm dia straight length in 6M. | |||
| 72 | 72 | 75 mm dia HDPE PE-80 PN-6 | 1765 | Rm | |
| 73 | 73 | 90 mm dia HDPE PE-80 PN-6 | 27255 | Rm | |
| 74 | 74 | 110 mm dia HDPE PE-80 PN-6 | 2093 | Rm | |
| 75 | 75 | 125 mm dia HDPE PE-80 PN-6 | 844 | Rm | |
| 76 | 76 | 140 mm dia HDPE PE-80 PN-6 | 172 | Rm | |
| 77 | 77 | 180 mm dia HDPE PE-80 PN-6 | 103 | Rm | |
| 78 | 78 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates /coils, confirming to IS 3589-2001 or its latest revision/ amendmendment, for following thickness and inside diameter including all taxes, transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend . etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer in-charge; (excluding earthwork, internal lining and outer coating).\nNote : 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.\n Dia of Pipe: 300.00mm(I.D)\nThickness of Pipe 7 mm | 30 | RMT | |
| 79 | 79 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates /coils, confirming to IS 3589-2001 or its latest revision/ amendmendment, for following thickness and inside diameter including all taxes, transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend . etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer in-charge; (excluding earthwork, internal lining and outer coating).\nNote : 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.\n Dia of Pipe: 400.00mm(I.D)\nThickness of Pipe 8 mm | 60 | RMT | |
| 80 | 80 | Providing and applying 3LPE (3 Layer Polyethylene) coating conforming to ISO 21809-1, DIN 30670--91, ANSI/AWWA C213- 0l of CAN/CSA Z245.20-10. to. external-surface of M.S. Pipe comprising of a layer of fusion bonded epoxy (FBE), overlaid with PE adhesive coat with an outer layer of high density polyethaylene, including prepration of surface by solvent cleaning as per ISO 8502-3,abraisaive blasting to asurface finish of Grade SA 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2. Minimum thickness of FBE shall be 200 microns and of adhesive layer shall be 200-250 microns including field joints coating at site complete as per technical specification and direction of Engineer in Incharge. \nNote: \n(i) 3LPE external surface coating on MS pipes shall be factory applied only. \n(ii) Rates are for total thickness of 3LPE coating system as per DIN\n30670-Table-3. \n(a) For-pipe dia. Up to 500mm and less than 800 mm minimum thickness of coating system 2.5-3.2 mm.\n(b) For pipe dia. equal and more than 800 mm minimum thickness of coating system 3.2-3.7 mm. | 125 | SQM | |
| 81 | 81 | Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C210 standard including preparation of internal surface of pipe by cleaning as per ISO 8502-3 and abrasive blasting to a surface finish to SA 2.5 to DIN, ISO 8501-1 and surface profile of 50 to 75 microns as per DIN-ISO 8503-4, including field joints coating at site complete as per technical specification and direction of Engineer in Incharge. Liquid Epoxy shall be NSF/WRAS approved for \ndrinking water.\nNote: \n(i) Liquid epoxy lining on internal surface of MS pipe shall be factory applied only.\n(ii) Dry Film Thickness (DFT) shall be minimum 406 microns with tolerance +200 microns and -0. | 125 | SQM | |
| 82 | 82 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. \nManually operated class PN 1.0 | |||
| 83 | 83 | 80 mm dia | 10 | No. | |
| 84 | 84 | 100mm dia | 3 | No. | |
| 85 | 85 | 125 mm dia | 3 | No. | |
| 86 | 86 | 150mm dia | 3 | No. | |
| 87 | 87 | 200mm dia | 1 | No. | |
| 88 | 88 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. | |||
| 89 | 89 | 80 mm dia PN-1.0 | 10 | No. | |
| 90 | 90 | 100 mm dia PN-1.0 | 3 | No. | |
| 91 | 91 | 125 mm dia PN-1.0 | 3 | No. | |
| 92 | 92 | 150 mm dia PN-1.0 | 3 | No. | |
| 93 | 93 | 200 mm dia PN-1.0 | 1 | No. | |
| 94 | 94 | Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. | |||
| 95 | 95 | 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve | 7 | No. | |
| 96 | 96 | 90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve | 2 | No. | |
| 97 | 97 | Providing service connection as per techinical specification and standard drawing as per relevant IS Code ( amended up to date ) from all kind of water mains upto consumer meter/premises (Complete Job). This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil 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 alyers and disposal of surplus excavated soil as directed with in a lead of 50 meter; providing & fizing 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 peiece gunmetal ferrule 4.0 mm (ISI make), gunmetal NRV (ISI make ), valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427, with flusing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges.In addition to the ferrule, an orifice of 4.0 mm dia. should also be provided in the service line at the entry point of accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. the service line should be laid at least 45 cm below ground level, except in cases of concrete / bituminous roads where minimum depth shall be 20cm. For detailed specifications of MDPE pipes please refer section "Technical Specifications" of bid document. General specifications of MDPE pipes shall be as under : • The raw material shall be virgin PE 80 Blue compund and comply with the requirements of ISO/Directive of testing material: 9080 with minimum required strength of 8 Kg/sq. cm. \n• The raw material be Food grade quality Pressure rating shall be 12.5 Bar.\n• The pipes shall bear ISO marking.\n | |||
| 98 | 98 | Average Length upto 05 mtr 20mm dia MDPE pipe | 1000 | No. | |
| 99 | 99 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. \nAll kinds of soils | 69 | CuM | |
| 100 | 100 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. \n1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 15 | CuM | |
| 101 | 101 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:\nCement Mortar 1:6 ( 1-Cement : 6-Sand). | 50 | CuM | |
| 102 | 102 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .\n75mm thick. | 34 | SqM | |
| 103 | 103 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 75 in superstructure above plinth level upto floor five level in all shapes and sizes in : \nCement mortar 1 : 6 (1 cement : 6 coarse sand) | 74 | CuM | |
| 104 | 104 | Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75.\nCement mortar 1 : 6 (1 cement : 6 coarse sand) | 54 | SqM | |
| 105 | 105 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges :\nKota stone minimum 30mm thick. | 210 | SqM | |
| 106 | 106 | Renewing glass panes, with putty and nails wherever necessary: \nFloat glass panes of thickness 5.0 mm | 16 | SqM | |
| 107 | 107 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :\nSuspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. | 95 | SqM | |
| 108 | 108 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. \nM20 grade Nominal Mix / Design Mix | 16 | CuM | |
| 109 | 109 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. \nCold twisted deformed bars (IS : 1786). | 850 | Kg | |
| 110 | 110 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :\n20mm thick. | 1500 | SqM | |
| 111 | 111 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. \n40mm thick with 20mm thick nominal size aggregate. | 220 | SqM | |
| 112 | 112 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. \n40mm wide and 4mm thick\n | 375 | Mtr | |
| 113 | 113 | Providing corrugated G.I. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required.\n0.80 mm thick with zinc coating not less than 275 gm/m2 | 50 | SqM | |
| 114 | 114 | Supplying and fixing rolling shutters of approved make, made of 80 x1.25mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for\ninside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design & IS 6248- 1979. (Clear openable area to\nbe measured for payment). | 10 | SqM | |
| 115 | 115 | Providing and fixing Square bars or other flat welded to window, ventilatiors etc. | 109 | Kg | |
| 116 | 116 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : | |||
| 117 | 117 | Doors | 20 | SqM | |
| 118 | 118 | Windows fixed | 15 | SqM | |
| 119 | 119 | Windows side hung /Ventilators top or centre hung (openable) | 4 | SqM | |
| 120 | 120 | Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) \nHeptachlor E.C. 20% with 10% concentration | 110 | SqM | |
| 121 | 121 | Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable\nscrew at not exceeding 150mm distance. | 11 | SqM | |
| 122 | 122 | Providing and fixing in CM 1 : 4 double paitam (rebated) stone door window and ventilator frames of approved quarry :\nSize 100 x 75mm. | 78 | Mtr | |
| 123 | 123 | Colour washing of all shades to give an even shade including all scaffolding : | |||
| 124 | 124 | New work (two or more coats) with a base coat of white washing with lime | 1600 | SqM | |
| 125 | 125 | Old work (one or more coats) with whiting with a base coat of white washing including scrapping old surface. | 600 | SqM | |
| 126 | 126 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : \nTwo or more coats on new work | 1400 | SqM | |
| 127 | 127 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : \nOne or more coats on Old work | 50 | SqM | |
| 128 | 128 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: | 140 | Kg | |
| 129 | 129 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : | 130 | SqM | |
| 130 | 130 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering\nand reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix | 17 | CuM | |
| 131 | 131 | 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with four horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete | 325 | Mtr |
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