INKEL Limited has published Laying Of New 250Mm Dia Ms Pipeline By Horizontal Directional Drilling Or Hdd Method At Nh Bypass Providing And Laying 500Mm Dia Ms Casing Pipe By Hdd Method And 250Mm Dia Ms Pumping Main For Crossing Nh Bypass At Azhinjilam, Kozhikode For Kinfra. Submission Date for this Tender is 08-06-2022. Casing Pipe Tenders in kozhikode Kerala. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 01-Jun-2022 | Corrigendum 1 | Date | 08-06-2022 |
| Sl. No. | Item Description |
| 1 | Earthwork Excavation |
| 2 | 100.1.1 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil (Ref. Item No. 2.10.1 of DSR) |
| 3 | 100.1.2 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: 1.50m to 3.0mAll kinds of soil(Ref. Item No. 2.11 of DSR) |
| 4 | 2.16.2 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m |
| 5 | 100.7.1 : Bailing out water with5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete. NEW DATA (Prepared based on PHED SDB - Item No.1070 |
| 6 | 100.8.1 : Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009) |
| 7 | Pipe laying |
| 8 | 18.70.4 : Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:250 mm dia pipes |
| 9 | 18.72.18 : Providing and laying S & S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:250 mm dia Ductile Iron Class K - 9 pipes |
| 10 | 18.73.4 : Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :250 mm dia Ductile Iron Double Flanged |
| 11 | 100.35.4 : Testing 250mm DI/CI pipeline with potable water to the required test pressure . 250 mm dia Observed Data derived from item no.1022 of PHED DATA |
| 12 | Providing and laying MS pipes of size 250mm internal diameter with10mm thickness including cost and conveyance charges, conforming to IS Code of practice IS 3589:2001 |
| 13 | 100.37.8.2 : Fabricating MS flanges of diameter 250 mm using 12 mm thick MS plateincluding cost and conveyance charges of MS plate, all fabrication charges, charges of painting thesteel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 14 | 100.37.8.3 : Cutting 250 mm (ID) MS pipes for making bends and other specialsby gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 15 | 100.37.8.4 : Welding250mm (ID) MS pipes for making bends and other specialsby gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 16 | 100.37.8.5 : Grinding cut and weld edges of 250 mm (ID)MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates. |
| 17 | 18.26.1 : Providing and laying flanged C.I. Standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :Upto 300 mm dia |
| 18 | 18.30.6 : Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:250 mm diameter pipe |
| 19 | 18.68.1 : Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia |
| 20 | Labour for cutting D.I. pipe with steel saw.<br>250 mm diameter D.I. pipe |
| 21 | 100.41.39 : Supply ,stacking,spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading ,unloading & stacking up to any lead. |
| 22 | Fabricating and laying 500 mm M.S.pipe, 12 mm thick across PWD roads adopting machinery push through method including all hire charges of machinery, labour, transportation to site, erection, taking back after completion of the work adopting push through pipe laying including welding and jointing the pushed pipe as per I.S.Specification and reforming the ground after completion of the work. |
| 23 | 13.59 : Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively. |
| 24 | Supply ,stacking,spreading and consolidating of graded course sandin the trench of pipe line for providing cushion including carriage, loading ,unloadingstacking up to any lead. |
| 25 | Anchor blocks |
| 26 | 2.8.1 : 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 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 27 | 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 28 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 29 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
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