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 Date7 Nov 2024
Closing Date16 Nov 2024
Tender Amount₹ 6,58,764
Costs
EMD
₹ 13,175Document Cost
₹ 250Tender Fee
Refer Documents
Summary
Plwss To Gp Buhla Bharyara, Pipli, Drubble Drahal Intehsil Joginder Nagar Distt,mandi Hp.sh Co Rcc Storage Tank 50000 Ltr Capacity Chattarbhuja
Description
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Contact
Tender Id
2024_HPIPH_95031_1Bid Award Id
ViewTender No
Chauntra7397-7443 dated 06.11.2024Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://hptenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts.
8.93
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In Foundations footing etc. as per the direction of Engineer in charge.
4.58
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Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:-
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Vertical Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts.
102.54
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Providing form work of ordinary timber planking's so as to give a fair finish including centering, shuttering, propping etc. height of propping & centring below supporting floor to ceiling & removal of the same for-in-situ reinforced concrete & concrete work in arches exceeding 6 mtrs. span (dome) as per in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.
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Arches beyond 6.00 mtrs span
18.26
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Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 ( 1 cement: 3 sand). as per the direction of Engineer in charge.
102
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Providing and laying cement concrete 1:1:2 (1cement: 1 sand :2 graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work including all leads and reinfircement for reinforced concrete work in : Suspended floors, roofs, landing and shelves and their supports balconies, beams, girders, bressummers and cantilevers up to two floor level.
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Suspended floors, roofs, landing and shelves and their supports balconies, beams, girders, bressummers and cantilevers up to two floor level.
0.6
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Arches upto floor level
2.74
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Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
930.81
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Steel work welded in built up sections,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coat of red paint :-In grating, framed ,guards,bars,ladders, railing,brackets & similar works with in all leads and lifts as per the entire satisfaction & direction of the Engineer Incharge
58.27
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Laying in trenches GMS tubes (LG) tube fittings ( earth work in trenches to be measured and paid separetly)
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100 mm dia
6
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80 mm dia
15
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Prov and fixing CI sluice valve ( with jand wheel) as per IS 780-1984 class 1 upto 300 mm dia i/c brass spindle & as per 2906-1984 class - II for dia 300 mm complete with bolts nuts rubber insetion etc as per the direction of Engineer in charge.
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100 mm dia
1
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80 mm dia
1
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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 as per the direction of Engieer in charge.
1
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Prov and fixing SFRC man hole cover with frame having frame size of 560 mm internal dia should not less than 100 kg as per the direction of Engineer in charge.
1
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