Himachal Pradesh Irrigation And Public Health Department Tender
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The HPIPH has issued a formal invitation for competitive bids for the Himachal Pradesh Irrigation And Public Health Department project, for Restoration And Rain Damages To Lift Water Supply Scheme Pubowal In Tehsil Haroli Distt. Una(hp) (sh C/o Under Ground Tank 50,000 Ltr. Capacity And Water Connection At Girgira Sahib Gurudwara) in Una, Himachal Pradesh, with an estimated contract value of Rs. 4,70,890. The bid opening date for this tender is 04-06-2025 and the last date for bid submission is 12-06-2025. Interested bidders for Himachal Pradesh Irrigation And Public Health Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date4 Jun 2025
Closing Date12 Jun 2025
Tender Amount₹ 4,70,890
Costs
EMD
₹ 9,418Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HPIPH_106853_1Tender No
No. IDU-1/ TA/E- tender/25- 2808-30 dt 03-06-25Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
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(i) Foundation,footing,bases of columns and the like & mass concrete.
4.25
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(ii) Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level
12.31
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Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :-
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Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters,buttresses,plinth & string courses & the like.
110.07
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Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering,strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :-
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Arches upto 6.00 mts.span
16.38
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Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand )
109.46000000000001
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Providing & laying cement concrete by using "M-20" graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for RCC work in :-
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(i) Suspended floor,roofs,landing & shelves & their support balconies, beams, girders, bressumers & cantilever upto floor level.
0.57
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(ii) Arches upto floor two level.
1.31
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Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level.
968.8499999999999
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Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed ,guards,bars, ladders,railing,brackets & similar works.
65.74000000000001
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Laying jointing and testing of GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separately)
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50 mm dia
21
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Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly)
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50 mm dia
3
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Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways
3
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Prov. & fixing Cast iron Man hole cover with frame having frames size of 500 mm internal dia.should not be less than 50kg
2
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