Public Health Engineering Department-PHED has published 37 Shifting Of Pipeline By Providing Laying Jointing Testing And Commissioning Of 400 Mm Dia Di And Ms Pipeline Under Bisalpur Ajmer Water Supply Project Due To Construction Of Rob By Rsrdc Near Saras Dairy Railway Crossing Ajmer. Submission Date for this Tender is 27-01-2021. Pipe Laying Tenders in Ajmer Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: Shifting of pipeline by Providing, Laying, Jointing, Testing & Commissioning of 400 mm Dia DI and MS Pipeline under Bisalpur-Ajmer Water Supply Project due to construction of ROB by RSRDC near Saras Dairy Railway Crossing, Ajmer | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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/ amendments, for following thickness and inside diameter, 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.), 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. | |||
| 2 | 1.01 | 400mm Dia -8mm thickness | 35 | RM | |
| 3 | 2 | Providing and applying following Coating to the External surface of MS pipes, including preparation of surface by cleaning as per ISO 8502-3/ SSPC-SP10/ NACE No.2 near white blast cleaning and abrasive blasting to a finish to SA 2.5 as per ISO: 8501-1 and surface profile / anchor profile of 50-75 / 75-100 microns as per ISO: 8503-2, including field joint coating at site complete as per Technical specifications and direction of Engineer –in-charge: \n3 LPE (3 Layer Polyethylene) / DFBE (Dual Layer Fusion Bonded Epoxy)/ PU (Polyurethane)/ Polyolefin Tape coating . | |||
| 4 | 2.01 | 400mm Dia | 45.742 | Sqm | |
| 5 | 3 | 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 and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in Incharge. Liquid Epoxy shall be NSF/WARS approved for drinking water | |||
| 6 | 3.01 | 400mm Dia | 43.98 | Sqm | |
| 7 | 4 | 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, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. | |||
| 8 | 4.01 | i) MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)- Flange and Dead end Flange | 226 | Kg | |
| 9 | 5 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked 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: 5382-1985 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) \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. | |||
| 10 | 5.01 | 400mm Dia | 152 | RM | |
| 11 | 6 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). | |||
| 12 | 6.01 | A/S Tee , Bend, Reducer (All End Socketed) - up to 300 MM (Tee) | 187 | Kg | |
| 13 | 6.02 | ii. Above 300mm and up to 600 mm diameter Reducer 400x300 mm | 139 | Kg | |
| 14 | 7 | Flange Socket, Spigot, Hy. Tee. | |||
| 15 | 7.01 | i. Upto 300mm diameter _ Tail Pieces 300 MM | 84 | Kg | |
| 16 | 7.02 | ii. Above 300mm and up to 600 mm diameter - Tail piece Flanged & socketed 400mm | 168 | Kg | |
| 17 | 8 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 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) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 18 | 8.01 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6, 300mm dia | 1 | Each | |
| 19 | 9 | Providing, lowering, 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 and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6\n | |||
| 20 | 9.01 | 300mm dia | 2 | Each | |
| 21 | 10 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.\nApply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification. \n | |||
| 22 | 10.01 | 700 mm Dia 10 mm thick casing pipe with protective coating. | 25 | RM | |
| 23 | 11 | Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, 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 made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. | |||
| 24 | 11.01 | Bituminous courses | 19.05 | Cum | |
| 25 | 11.02 | Granular courses | 50.8 | Cum | |
| 26 | 12 | 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 for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. | |||
| 27 | 12.01 | In all type of soil, For dia of pipe above 350 mm and up to 700 mm nominal. | 129 | RM | |
| 28 | 13 | PWD BSR 2019 Circle Ajmer Items | |||
| 29 | 13.01 | 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 sqm 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 | BI01010001010000000000000515BI0100001112 | 55.92 | Cum |
| 30 | 14 | Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering shuttering - all work up to plinth level, | |||
| 31 | 14.01 | i) 1:3:6 (1 Cement : 3 coarse aggregate : 6 graded stone aggregate 40 mm nominal size) | 2.81 | cum | |
| 32 | 15 | 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. M20 grade Nominal Mix / Design Mix Providing | 40.84 | Cum | |
| 33 | 16 | Centering & shuttering with ply wood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements, rafts, footings, strap beams, bases of columns etc up to plinth level | 100.1 | Sqm | |
| 34 | 17 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786), Thermo-mechanically Treated bars (Conforming of relevent IS code) | 3205.74 | Kg |
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