Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date4 Mar 2025
Closing Soon12 Mar 2025
Tender Amount₹ 40,43,986
Costs
EMD
₹ 80,900Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
Improvement Of Wss Mandi By Strengthing Existing Source And By Taping Additional Source To Enhanse Its Resilience During Monsoon Season Town Mandi Distt Mandi Hp
Description
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Contact
Tender Id
2025_HPIPH_101047_1Tender No
15540-70Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
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Centering and shuttering including strutting, propping etc. and removal of form for all heights Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.in all leads and lifts.
159.87
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, huttering, finishing and reinforcement 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm in all leads and lifts.
9.94
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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 : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm in all leads and lifts.
34.51
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars in all leads and lifts.
2302.78
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Providing, Manufacturing, laying and jointing of MS Pipe Bell Mauth / Reducer of required size having wall thickness 4.00 to 5.60 mm, with flange table 5 of BIS 6392-1971 (latest with up to date amendments) welded at both ends of pipe according as per IS 816-1965 with electrodes as per 814-1991 and detailed specifications & provided with nuts & bolts of required sizes, 3mm thick compressed asbestos fibre gasket of synthetic rubber gasket conforming to relevant BIS codes including cost Expended metal (Jali) 25x25 MM Mesh flushing cleaning & hydraulic testing as per directions of the Engineer-in-Charge. 350 mm x 200 mm
4
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Laying, jointing and testing of MS pipe conforming to ISO:3183-2007 of following mentoned grade, diameter and wall thickness in trenches having random lengths of 5-7 mtrs including cost of fabrication of minimum 3 cut bends of required degree. The pipe shall have inside & out side Galvanisation at manufacturer work conforming to IS:2629-1985. The pipe shall be jointed with circumferencial butt welded joints by electric arc welding in requisite number of weld runs so as to achive the minimum effective thorat thickness and strength of weld conforming to IS: 816-1969 sepecification, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Ador)- CITOJET/Esab make, conforming to IS:814-1991, at site of work complete in all respects.
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Each butt welded joint shall be tested with dye-penetration test (with the kit consisting of 3 sprays of 250 ML each includes (a) Cleaner CL-96 (b) Penetrant PT-97 (c) Developer Div-98 of checkmate make) complete in all respects, including manual /mechanical handling of pipes in all leads and lifts to the entire satisfication of Engineer-in-charge. (The earth work in treches to be measured and paid for separately) MS Pipe 200 mm dia ISO:3183 (Grade L-290) 4.00 mm
1680
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Laying, jointing and testing (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (class mentoned below) of following dia meters confirming to BIS: 1239 (Part-1), grade specified below (latest with upto date amendments) having wall 5.40 mm as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers /tapers, all short pieces, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in Charge.
125 mm diameter (MC) (P/E)
110
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Manufacturing and Fixing of Tee of MS Pipe (ISO:3183) of having wall thickness 5.60 and 4.00 mm of 500 x 500 x 200 mm diametre i/c cutting of pipe and following size including cutting, welding of MS Flange table 5 and insertion sheet complete in all respect including all keads and lifts as per entire satisfaction of Engineer-in-Charge.
4
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Manufacturing and Fixing of Tee of MS/GI Pipe (ISO:3183) of having wall thickness 5.60 and 4.80 mm of 500 x 500 x 125 mm diametre i/c cutting of pipe and following size including cutting, welding of MS Flange table 5 and insertion sheet complete in all respect including all keads and lifts as per entire satisfaction of Engineer-in-Charge.
2
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Providing and Fixing Cast Iron Sluice Valve of LEADER / KIRLOSKAR / KILBURN make BIS No. 14846 class PN 1.00 with flange Table 5 including welding of flanges, Nuts & Bolts and Gasket etc. The sluice valve conforming to IS 780. The dia of valve as mentioned below complete in all leads and lifts and to the entire satisfaction of the Engineer - in - Charge.
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500 mm diameter
2
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200 mm diameter
4
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125 mm diameter
2
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