Public Health Engineering Department-PHED has published Shifting Rising Distribution Pipelines Intercepting In Culvert Widening Work Carrying Out In Smart And Amrut Mission Project By Respective Sizes Of Ms Pipelines Of Various Sub Divisions Under Jurisdiction Of Ee Phed City Dn I Ajmer . Submission Date for this Tender is 03-11-2021. Pipe Laying Tenders in Ajmer Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | MS fabrication work for shiftingPipes on Culverts |
| 2 | 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 frieight charges, inspection charges, loading/ unloading charges, including cost of labour and material, pecials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disJnfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). |
| 3 | 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. |
| 4 | Dia of Pipe: 350.00 mm (I.D) |
| 5 | Thickness of Pipe 8.0 mm |
| 6 | Dia of Pipe: 600.00 mm (1.D) |
| 7 | Thickness of Pipe 10.0mm |
| 8 | 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, materiai, labour, inside lining, outside coating, testing and commissioning along· with pipe line as per technical specifications and direction of En ipeer in-charge. |
| 9 | MS pipe specials aboye 600mm dia(with minimum 6.3mm thickness sheet) |
| 10 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DIstandard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9,523- 2000 or as amended" up to date, such as tees, bends, tapers, caps etc. within trenchesin DI pipe line completeincluding all material,Labour, taxes, testing..and commissioning along with pipe line as per technicalspecificationsand directionof Engineer-in-charge(Excluding earth work). |
| 11 | A/S Tee , Bend, Reducer (All End Socketed) |
| 12 | Upto 300 mm Diameter |
| 13 | Above 300mm and up to 600 mm diameter |
| 14 | 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 asdirected within a lead of 50 Mtr. including reqµired all safety provisions etc.: |
| 15 | All kinds of soil |
| 16 | Work of Inter Connection in CI/DI/MS pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost). |
| 17 | In all type Soil |
| 18 | 80 mm to 100 mm |
| 19 | 125 mm to 150 mm |
| 20 | 200 mm to 300 mm |
| 21 | 350 mm to 450 mm |
| 22 | Providing and laying in position specified grade ofcement 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 and reinforcementfor 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 |
| 23 | Carriage of Cement, Stone blocks pipes and other heavy materials For 5 Km reach for deposition of removed pipes in respective store (Rate 98X 5 Km = 490) |
| 24 | For stacking and collection of scattered pipes fromsite |
| 25 | Hydraulic excavator (3D) with driver and fuel |
| 26 | Mobile crane |
| 27 | Tractor with trolly (2 tractor per day) |
| 28 | Beldar(2*10=20) |
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