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 Providing Flood Protection/chanalization Of Seer Khad From Barchwar To Jahu Bridge In Tehsil Sarkaghat Distt. Mandi Hp in Mandi, Himachal Pradesh. The bid opening date for this tender is 18-12-2020 and the last date for bid submission is 11-01-2021. Interested bidders for Himachal Pradesh Irrigation And Public Health Department tender can download the important documents here to check the tender amount, scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 29,61,426Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
Providing Flood Protection/chanalization Of Seer Khad From Barchwar To Jahu Bridge In Tehsil Sarkaghat Distt. Mandi Hp
Description
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Contact
Tender Id
2020_HPIPH_43354_1Bid Award Id
ViewTender No
NO-JS-SKT-Tender-13382-480 Dt. 17-12-2020Tender 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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Providing & laying stone filling in apron of guide banks embankement in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) i/c carriage of materials within all leads and lifts.
11025.51
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Providing & laying cement concrete work 1 : 4 : 8 (1 cement : 4 sand : 8 water borne stone aggregate 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinth including entire carriage of materials within all leads and lifts.
359.38
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Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering, strutting & propping etc. wood 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 work in :
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Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured & paid for separately) with G.I wire 5.00 mm thick corresponding to(SWG-6)of 15x15cm mesh in apron and sloping pitching including carriage of materials within all leads and lifts.
214502.88
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Excavation in earth work and disposing of excavated earth upto all leads and lifts disposed earth to be levelled and neatly dressed in pick work as per entire satisfactions of the Engineer - in - charge.(Pick work)
3510.1
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Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.00mm(two) conforming to IS-13162 (Part-3)-1992 & minimum weight 250 grams/ square meters(two hundred Fifty) (conforming to ASTM D-5261-1992) in minimum width 4 mtr. i/c lap folding and jointing etc. not less than 4.00 mtr. in width complete i/c carriage of materials within all leads & lifts
47237.03
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Providing & laying stone filling in layers in Toe wall of guide banks embankment and protection work in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts.
3052.3
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Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming/rolling & dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for pervious shells as per satisfactions of the Engineer-in-charge.(The earth work should be of approved parameter from borrow area for filling in embankment and laid as per specifications). (Local earth).
63928.68
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Providing & laying stone pitching on side slopes of guide bank & toe wall protection work with boulders with square cut faces against the wire(wire crates to be measured and paid for separately).including entire carriage of material within all leads & lifts and as per directions of the Engineer-in-charge.
15812.14
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Supplying of light motor vehicle boloero Camper with all respect.
1
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Excavation in earth work upto all depths in all classifications of soil such as spade work, jumper work, i/c pick work saturated soil including bailing of pumping out water, blasting, soft/hard rock or chiselling soft/hard rocks where blasting is prohibitted in all lifts i/c triming and dressing of sides, levelling of beds to correct grade i/c shorting,strutting, plankings, timbering and dewatering wherever required, stacking the serviceable/ unserviceable material/soil separately and then disposing of all excavated earth upto all leads and lifts, disposed earth to be levelled and neatly dressed as per entire satisfactions of the Engineer-in-charge.(Pick Work).
16641.61
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Providing & laying stone filling in layers in cross gabion structures in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts.
440
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Earth work in excavation of foundation trenches in all kinds of soil for tructures(Bridge works) complete including refilling trenches in 250mm layers, ramming and watering etc. & dressing of sides, bottom etc. including dewatering, shoring & strutting complete in ordinary soil, all depth including carriage of materials within all leads & lifts as per instructions of the Engineer-in-charge.
353.78
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Providing & Laying 15 cm thick sand layer on top & bottom of geofabric filter to protect it , including carriage of materials within all leads & lifts
12064.96
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Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming/rolling & dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for impervious core as per satisfactions of the Engineer-in-charge.(The earth work should be of approved parameter from borrow area for filling in embankment and laid as per specifications).(Good earth).
50407.95
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Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasters, butteresses, plinth and string courses and the like i/c entire carriage of materials within all leads and lifts.
1327.2
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Providing & Fixing 8 mm MS bars tied to the crate boxex along the corners of crates
95.04
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Providing & laying cement concrete 1:3:6(1 cement:3 sand :6 water borne stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth including carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.
24.5
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Evaluation Notes How It Works ?
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Mandi, Himachal Pradesh