Irrigation And Public Health Department has published Restoration Of Lift Irrigation Scheme Kuthar In G.P. Kuthar Tehsil Kasauli Distt. Solan (Hp) Sh- Dismentalling And Relaying Of Old Existing G.I. Pipe Of 150Mm Dia, Mserw Pipe 200Mm Dia And Providing L/J Of Mserw Pipe And L/J Of G.I. Pipe 150Mm Dia (Hg) An. Submission Date for this Tender is 17-11-2021. Lift Irrigation Tenders in Kuthar Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation work in drains and channels lift upto 1.5 meters stacking the excavatted soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15cm layers when required into plinths and side of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil within all leads and lifts, complete in all respects as per direction of the Engineer in charge. |
| 2 | Dismentalling of existing old flanged MSREW rising main pipes of 200mm dia from RD1050 to 1210 mtrs.and carriage ,stacking the same to place of laying upto all leads and fifts complete in all respects, as per the directions of Engineer-in-charge. |
| 3 | Dismentalling of existing old flanged GMS pipes 150mm diafrom RD 0 to 370 mtr.including all leads and lifts complete in all respects as per the directions of Engineer-in Charge. |
| 4 | Providing,Laying, jointing, testing & commissioningof plain ended MSERW pipes conforming to IS/ISO 3183-2019 ofGrade-A of thickness as mentioned and designation with bevelled edge end and capable of with standing required test pressure,in random lengths of 4-7 meters including testing and commissing and cost of jointing with butt welded as per reveland BIS spectcations(leak proof) including cost of bends tail pieces,Tees Reducers increaser etc as per site requirement and Zinc coating as per IS 4736-1986 as per the direction of the Engineer-in Charge(earth work in trenches to be measured and paid for seperately i/c all leads and lifts complete in all respects. 150mm dia after every 90 meters there shall be flanged Joint of FT-28.RDFromRD toNominal DiaThickness |
| 5 | 450810 150mm dia 5.20 |
| 6 | Laying,jointing ,testing & commissioning at site in treches GMS tube (Heavy Class) of following dia meters as specified below, jointed with butt welded according to relevent BIS code 816-1969 i/n all short pieces ,bends,tees and other specials etc. made from parent tube as applicable for the perticular reach and of approved specifications as per site conditions i/c flushing, cleaning andhydraulic testing complete to the best satisfaction of Engineer-in-charge.The laying of pipes should be confirmed to BIS code 5822-1970 with in all leads and lifts, complete in all respects (After every 90 mtrs. length these shall be one flanged joint)RDFromRD toNominal Dia Thicknes in mm |
| 7 | 810 1350 150mm dia5.40 |
| 8 | 13501890150mm dia5.40 |
| 9 | Laying, jointing, testing & commissioning at site in treches GMS tube (Medium Class) of following dia meters as specified below, jointed with butt welded according to relevent BIS code 816-1969 i/n all short pieces, bends, tees and other specials etc. made from parent tube as applicable for the perticular reach and of approved specifications as per site conditions i/c flushing, cleaning andhydraulic testing, complete to the best satisfaction of Engineer-in-charge.The laying of pipes should be confirmed to BIS code 5822-1970 with in all leads and lift, complete in all respects (After every 90 mtrs.length these shall be one flanged joint)RDFromRD toNominal Dia Thickness in mm |
| 10 | 1890 2300150mm dia 4.80 |
| 11 | Relaying & jointing of flangedMSERW pipe 200mm dia in distribution system, complete in all leads and lifts complete in all respaects. |
| 12 | Relaying and jointing of Flanged GMS pipe 150mm dia (M.G) having flange FT-5 at every joint including all leads and lifts complete in all respects as per direction of Engineer in Charge. From RD 2300 to 2670 mtrs. |
| 13 | Providing and fixing MS Flanges conforming to BIS 6392-1971 (Latest with upto date amendements) flanged dia table and nominal pressure as specified below welded at both ends of the pipe (As per site condition or the particular reach) accordingly to the relevant IS code 816-1962 and providing with nuts and bolts of required size as per BIS code 1364 i/c 3mm thick compressed asbestor fibre gasket of sybntehtic rubber gasket conforming to relvant BIS code 2712-1965, complete in all respects. |
| 14 | From RD 450 to 1350 mtrs = 900 mtrs lengthFT= 28 |
| 15 | From RD 1350 to 2300 mtrs.FT=17 |
| 16 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs stacking the excavated soil not more than 3 metres away from the edges of excavation and then returning the stacked soil in 15cm layers when required in to plinth and sides of foundation,consolidating each deposited layer by ramming,watering and then disposing of all surplus excavated earth as directed with in a leads of 20metres, omplete in all respects,in pick jumper work. |
| 17 | Providing and laying cement concrete 1:6:12(1cement:6 sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of from work in foundation and plinth,complete in all respects. |
| 18 | Providing form work with steel plates 3.15 mm thick welded with angle iron frames 30x30x5mm so as to give fair finish including centering, shuttering ,propping etc. with in all leads and lifts and removal ofthe same for-in-situ reinforced concrete and plain concrete work as per directions and to the entire satisfaction of Engineer-in-Charge at site of work in:- vertical surfaces:- |
| 19 | Providing tor steel reinforcement for RCC work including bending winding and placing in position, complete up to floor two level including entire carriage of material upto all leads and lifts, complete in all respects. |
| 20 | Providing and laying cement concrete 1:2:4(1cement:2 sand:4 graded stone aggregate)20mm nominal size) an during complete excluding the cost of form work and reinforcement in;- |
| 21 | suspended floors,roofs.landings and shelves and their supports,balconies,beams,girders,bressumers and cantilivers up to floor two level. |
| 22 | Providing and fixing of bolts with nuts and angle strip of size 50x50x6mm thick for anchor age of 150mm dia and rising main pipe cpmplete in all respects. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
