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 Date18 Nov 2024
Closing Soon25 Nov 2024
Tender Amount₹ 7,82,625
Costs
EMD
₹ 15,653Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Providing Functional Household Tap Connection (fhtc) To Left Out Household By Retrofitting/ Improvement Of Distribution System Various Existing Water Supply Schemes In Dhundla/ Una Block In Kutlehar Constituency In Distt. Una Hp
Description
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Contact
Tender Id
2024_HPIPH_95400_1Tender No
UNA-UNA03-733Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
foundation footing bases of colims and the like & mass concrete
10.75
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Wall (any thickness but not less than 0.10m thickness) attached pillars, pilasters, buttresses, plinths and string courses etc.from top of foundation level up to all floor level including carriage of material in complete in all respects with in all leads and lifts as per direction of Engineer-in-charge.
12.84
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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 fair finish including centring, shuttering, struting and propping etc with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs, and removal of the same for insitu, reinforced concrete and plain concrete and plain concrete work in:-
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Vertical surfaces such as walls circular or curbed in plan of (any thickness but not less than 0.1 meter thickness)attached pilasters, buttresses plinths and string courses etc. from top of foundation level up to all floor levels in complete in all respects with in all leads and lifts as per direction of Engineer-in-charge.
147.34
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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 beyond 6.00 mts.span
38.08
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Providing in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand)
146.79
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Providing & laying cement concrete 1:1.5:3(1cement :1.5 sand: 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for RCC work in :-
-
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Suspended floor, roofs, landing & shelves & their support balconies, beams, girders, bressumers & cantilever upto floor level.
1.46
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-
Arches upto floor two level.
3.81
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-
Providing Tor steel reinforcement for RCC work i/c bending, binding & placing complete upto floor two level.
1968.1
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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.
56.23
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Laying & jointing in trenches GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separately)
-
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80mm
21
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Providing & fixing CI Sluice valve (with hand wheel) as per IS: 780-1984 class-1 upto 300 mm dia. (i/c brass spindle & as per 2906-1984 class-Il 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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80mm
3
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Constructing chamber for sluice valve, with Cl 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 SFRC Man hole cover with frame having frames size of 560 mm internal dia.should not be less than 100 kg
2
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