Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Eprocure
Opening Date5 Feb 2025
Closing Date13 Feb 2025
Tender Amount₹ 11,96,370
Costs
EMD
₹ 23,927Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Lwss Machhada Khad To Khanerwali In Gp Devnagar
Description
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Contact
Tender Id
2025_HPIPH_99331_1Bid Award Id
ViewTender No
No.EE- JSD-RMP-E-TEN/24-13724-73T. 4.2.25Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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BOQ Items
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Foundation,footing,bases of columns and the like & mass concrete.
11
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Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.
15.91
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Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-
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Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.
112.35
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Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel.
2618.43
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Taking out in horozontal layers of filtering media duly graded, screened, washed & cleaned as specified by engineer-In-charge
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Top Layer:- Fine sand (eff. Size 0.20 mm to 0.40 mm & uniformity coefficient 2.00 to 3.00
18.02
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2nd layer:- Coarse sand 3 mm to 6 mm
6.76
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Third layer:- Bazri 6 mm to 20 mm
6.76
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Fourth Layer:- Bazri 20 mm to 25 mm
6.76
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Bottom Layer:- Broken stone 50 mm to 75 mm
6.76
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Providing & Placing in horozontal layers of filtering media duly graded, screened, washed & cleaned as specified by engineer-In-charge
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Top Layer:- Fine sand (eff. Size 0.20 mm to 0.40 mm & uniformity coefficient 2.00 to 3.00
14.17
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2nd layer:- Coarse sand 3 mm to 6 mm
2.02
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Placing in horozontal layers of filtering media duly graded, screened, washed & cleaned as specified by engineer-In-charge
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Top Layer:- Fine sand (eff. Size 0.20 mm to 0.40 mm & uniformity coefficient 2.00 to 3.00
16.2
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2nd layer:- Coarse sand 3 mm to 6 mm
4.05
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Third layer:- Bazri 6 mm to 20 mm
6.07
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Fourth Layer:- Bazri 20 mm to 25 mm
6.07
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Bottom Layer:- Broken stone 50 mm to 75 mm
6.07
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Distempering (One coat) with oil bond washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after throughly brushing the surface brand and manufacture after throughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth complete.in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.
566.22
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Laying jointing and testing of GI pipe of following dia at site with circumferential butt welding (In three Layers) at both ends according to relevent BIS stanards/approved specification. The welding fo pipe with butt welding should confirm to IS: 816-1969 (with upto date amendment) to make the joint leak proof and air tight including bends of required degree complete in all respects. The welding electrodes shall be as per IS 814-1991 of advani/Oerlinken/L&T or ISI marked make .The Welding of Socket joint sould be done in two layers on both ends of socket to make the joints air tight upto all leads & lift as per entire satisfiction of Engineer- In -Charge
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80 mm nominal diameter.
15
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