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NTID 44817835
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Inquiry NowSh Repair Of Rising Main And R in Shimla - Complete Tender Details
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Irrigation And Public Health Department
Shimla, Himachal Pradesh, India
NTID 44817835
- Opening Date : Thu 16th April, 2026
- Closing Date : Thu 16th April, 2026
- ₹ 2574378.00
- NTID 44817835
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
51488.00 -
Document Cost
2000.00 -
Estimated Cost
2574378.00
BOQ Items Total Items : 25 | Total Qty : 3660.73
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single, /Multistages centrifugal pumps or combination of pumps, in series/parallel of recommended make such as Mather and Platt/Kirloskar/ Model WKFI 40-15 stage conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handel clear water having characteristics as mentioned in item No. 1 (A) as under, with impelleres, casting ring, priming funnel & shaft sleeves of bronze, shaft of steel with cast iron casting of suitable, capacity coupled directly throught a flexible coupling on a common base plate of cast iron casting of suitable ccapacity coupled directly through a flexible coupling on a common base plate of cast steel/ Mild steel to Kirlokar/ Crompton/ Marathon make slip ring/ squirrel cage screen protected drip proof induction electric motor of 75 HP suitable for operation on the data given below i/c the cost all accessoreis in all lead lift & carriage of material at site as per direction of Engineer-Incharge. complete with star delta starter, electric motor of 60 HP suitable for operation on the data given below i/c the cost all accessoreis in all lead lift and carriage of material at site as per direction of Engineer in charge complete with star delta starter, electrial control panel delivery side valves, suction side valves, electrical cables, common header complete H-499 Meter Q4 LPS Dia of Rising main-65mm Length of Rising main:- 1250 Meter. (Pump WKFI 40/16 Moter 75 HP) | 1.00 | Set |
| 2 | Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single, /Multistages centrifugal pumps or combination of pumps, in series/parallel of recommended make such as Mather and Platt/Kirloskar/ Model WKFI 40-15 stage conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handel clear water having characteristics as mentioned in item No. 1 (A) as under, with impelleres, casting ring, priming funnel & shaft sleeves of bronze, shaft of steel with cast iron casting of suitable, capacity coupled directly throught a flexible coupling on a common base plate of cast iron casting of suitable ccapacity coupled directly through a flexible coupling on a common base plate of cast steel/ Mild steel to Kirlokar/ Crompton/ Marathon make slip ring/ squirrel cage screen protected drip proof induction electric motor of 60 HP suitable for operation on the data given below i/c the cost all accessoreis in all lead lift & carriage of material at site as per direction of Engineer-Incharge. complete with star delta starter, electric motor of 60 HP suitable for operation on the data given below i/c the cost all accessoreis in all lead lift and carriage of material at site as per direction of Engineer in charge complete with star delta starter, electrial control panel delivery side valves, suction side valves, electrical cables, common header complete H-450Meter Q 4 LPS Dia of Rising main-65mm Length of Rising main:- 1050Meter. (Pump WKFI 40/15 Moter 60 HP) | 1.00 | Set |
| 3 | Laying ,jointing, with circumferential butt joints by electrical arc welding (Welding thickness shall be equal to pipe wall thickness) and testing of G.I Pipe of Jindal/Surya Roshani /Tata/AST or of approved rate contract of DGS and D / HP Govt make of following diameter confirming to IS:1239:1990 (Part-ii) (latest with up to date amendments having wall thickness as specified below capable of withstanding required test pressure , including manufacturing and fabrication of reducers taper all shorts pieces, bends etc as per site requirement made from parent tubes. The laying of pipe shall also include flanged joints duly welded in three layer (Two inner and one outer) Where ever required as per direction of Engineer in charge (Earth work in trenches and the cost of flanges I/C nut and bolts gasket will be measured and paid for separately) and all operation such as cutting welding and jointing fabrication of bends tees i.e lowering and laying in excavated trench to ensure required level including flushing cleaning and hydraulic testing complete in all respect to the entire satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Overlikon/Over cord s/s make.The damaged portion of the pipe and all specials (if damaged during laying and jointing operation of pipe ) made from the parents tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paints over a priming coat as per AWWA specification C-203-1978. The rates also includes entire carriage of material ,flushing, Cleaning and Hydraulic testing,DP test of butt welded joints complete in all respect and to the entire satisfaction of Engineer in charge with in all leads and lifts | 1.00 | Job |
| 4 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | 431.28 | Cum |
| 5 | Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth. | 1.53 | Cum |
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