Public Health Engineering Department-PHED has published Tender For Work Of Providing, Laying, Jointing And Commissioning Of Various Size Of Di/Hdpe Pipe Line With Allied Works For Various Water Supply Scheme Under Jurisdiction Of Phed Division Beawar On Annual Rate Contract Basis. Submission Date for this Tender is 09-05-2024. HDPE Pipe Tenders in Ajmer Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 80 mm |
| 3 | 100 mm |
| 4 | 150 mm |
| 5 | 200 mm |
| 6 | 250 mm |
| 7 | 300 mm |
| 8 | 350 mm |
| 9 | 400 mm |
| 10 | 450 mm |
| 11 | 500 mm |
| 12 | 600 mm |
| 13 | 700 mm |
| 14 | 800 mm |
| 15 | 900 mm |
| 16 | 1000 mm |
| 17 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&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. |
| 18 | 100 mm |
| 19 | 150 mm |
| 20 | 200 mm |
| 21 | 250 mm |
| 22 | 300 mm |
| 23 | 350 mm |
| 24 | 400 mm |
| 25 | 450 mm |
| 26 | 500 mm |
| 27 | 600 mm |
| 28 | 700 mm |
| 29 | 800 mm |
| 30 | 900 mm |
| 31 | 1000 mm |
| 32 | 1100 mm |
| 33 | 1200 mm |
| 34 | Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). |
| 35 | All End Socketed |
| 36 | Up to 300 mm Diameter |
| 37 | Above 300mm and up to 600 mm diameter |
| 38 | Above 600 mm diameter |
| 39 | All End Flanged |
| 40 | Up to 300 mm Diameter |
| 41 | Above 300mm and up to 600 mm diameter |
| 42 | Above 600 mm diameter |
| 43 | Single Flange/ MJ Collar |
| 44 | Up to 300 mm Diameter |
| 45 | Above 300mm and up to 600 mm diameter |
| 46 | Above 600 mm diameter |
| 47 | Double Flange Pipe (up to 1 mtr. length) |
| 48 | Up to 300 mm Diameter |
| 49 | Above 300mm and up to 600 mm diameter |
| 50 | Above 600 mm diameter |
| 51 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M. |
| 52 | HDPE PE-80PN-6 |
| 53 | 63 mm dia |
| 54 | 75 mm dia |
| 55 | 90 mm dia |
| 56 | 110 mm dia |
| 57 | HDPE PE-100PN-6 |
| 58 | 63 mm dia |
| 59 | 75 mm dia |
| 60 | 90 mm dia |
| 61 | 110 mm dia |
| 62 | HDPE PE-80PN-10 |
| 63 | 90 mm dia |
| 64 | 110 mm dia |
| 65 | HDPE PE-100PN-10 |
| 66 | 90 mm dia |
| 67 | 110 mm dia |
| 68 | 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. |
| 69 | HDPE PE-80PN-6 |
| 70 | 125 mm dia |
| 71 | 140 mm dia |
| 72 | 160 mm dia |
| 73 | 180 mm dia |
| 74 | 200 mm dia |
| 75 | 225 mm dia |
| 76 | HDPE PE-100PN-6 |
| 77 | 125 mm dia |
| 78 | 140 mm dia |
| 79 | 160 mm dia |
| 80 | 180 mm dia |
| 81 | 200 mm dia |
| 82 | 225 mm dia |
| 83 | HDPE PE-80PN-10 |
| 84 | 125 mm dia |
| 85 | 140 mm dia |
| 86 | 160 mm dia |
| 87 | 180 mm dia |
| 88 | 200 mm dia |
| 89 | 225 mm dia |
| 90 | HDPE PE-100PN-10 |
| 91 | 125 mm dia |
| 92 | 140 mm dia |
| 93 | 160 mm dia |
| 94 | 180 mm dia |
| 95 | 200 mm dia |
| 96 | 225 mm dia |
| 97 | Providing, lowering, laying and jointing in trenches,standard lengths ISI marked Rigid PVC-O S/S Pipes (push on joints) as per IS-16647: 2017 (amended up to date)with EPDM Gasket seals on jointsincluding all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, laying 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. 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. |
| 98 | PVC-O pipe Class 500PN-16 |
| 99 | 110 mm dia |
| 100 | 160 mm dia |
| 101 | 200 mm dia |
| 102 | 250 mm dia |
| 103 | 315 mm dia |
| 104 | PVC-O pipe Class 500PN-12.5 |
| 105 | 110 mm dia |
| 106 | 160 mm dia |
| 107 | 200 mm dia |
| 108 | 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 |
| 109 | Add extra for trenches for every additional lift over item no 4.1 |
| 110 | Above 1.5 mtr and up to 3.0 mtr. |
| 111 | Above 3.0 mtr and up to 4.5 mtr. |
| 112 | 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 stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: |
| 113 | Ordinary rock |
| 114 | Hard rock (requiring blasting) |
| 115 | Hard rock(blasting prohibited) |
| 116 | Add extra for trenches for every additional lift over item no 4.3 |
| 117 | Above 1.5 mtr and up to 3.0 mtr. |
| 118 | Above 3.0 mtr and up to 4.5 mtr. |
| 119 | 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 shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 120 | Dismantling of flexible pavement for pipe lineand 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 madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. |
| 121 | Bituminous courses |
| 122 | Granular courses |
| 123 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 124 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 125 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 126 | Plain cement concrete pavementof M-30 Grade |
| 127 | Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and 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) Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. |
| 128 | 60 mm thick. |
| 129 | 80 mm thick. |
| 130 | 100 mm thick |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
