Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date28 Nov 2024
Closing Date9 Dec 2024
Tender Amount₹ 94,29,671
Costs
EMD
₹ 1,26,797Document Cost
₹ 800Tender Fee
Refer Documents
Summary
C/o Multipurpose Low Height Dam At Patahar Khad Near Village Khatana In Tehsil Nahan
Description
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Contact
Tender Id
2024_HPIPH_95934_1Bid Award Id
ViewTender No
NHN-SMR00-722- 6844-6924 dt 27/11/2024Tender 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 and laying cement concrete 1:1.5:3 ( 1cement: 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in walls (any thickness) but not less than 0.10 mtr) thickness atteched pillaster, buttresses plinth and string courses etc. from top of foundation level up to floor two level.
158.67
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Providing form work with steel plates 3.15 mm thick and welded with angle iron frame of 30x30x5 mm so as to give a frame of fair finish including centring , shuttering strutting and propping etc. 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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a) Flat surface such as soffits of suspended floors, roofs, landing and the like floorsetc. 200 mm in thickness.
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b) Vertical surface such as such as wall ( any thickness parttions & the like i/c attached pillars buttresses plinth & string courses & the like.
607
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Providing mild/tor steel reinforcement for R.C.C. work including bending and binding and placing in position complete up to floor two level including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.
18449
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Laying and jointing in trenches galvanised mild steel tube for In Let , Out Let and Scour pipe (light grade) tube fitting (earth work to be measured and paid for seperately) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
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i) 100 mm Dia
224
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Providing and fixing brass fullway valve as per IS code 780-1984class -1 upto 300 mm dia ( I/C brass spindle as per IS 2906-1984 class-II for dia 300 mm )complete with bolt nut, rubber insertion etc ( tail piece if required shall be measured and paid for seperately ) including all leads, lifts and carriage of material at site and as directed by tbe Engineer Incharge.
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i) 100 mm Dia
3
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Providing and fixing perforated GMS pipe 100 mm dia including all leads, lifts and carriage of material at site and as directed by tbe Engineer Incharge.
12
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Wire crates of G.I. Wire filled with boulders with square cut faces against the wire ( Wire crates to be measurement & Paid for separately) including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.
194.89
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Wire crates made of G.I. Wire filled with boulders with square cut faces against the wire ( Boulder filling to be measurement & Paid for separately) G.I. wire 5 mm thick crresponding to SWG-8 15 CM x 15CM Mesh including all leads,lifts and carriage of material at site and as directed by the Engineer in Charge.
912
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Excavation in drains and channels etc.in earth work in all kinds of soil such as Kankar Moorum,Shingles, Conglomerate saturated soil decomposed or soft rock & hard rock by blasting including dressing of sides and beds,disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.
2663.1
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Laying, Jointing and testing High Density polythene pipe for use for buried water main & surviceses & for water supply above ground both inside & out side building duly ISI Marked (IS 4984-1995) as ammmended upto date ) of the following grade of material, persurerating and nominal dia metre complete in all leads & lifts as directed by Engineer in Charge. ( Earth work shall be measured & paid for Seperately)
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HDPE Pipe 125 MM Dia PE 63. PN-4
1775
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HDPE Pipe 90 MM Dia PE 63. PN-4
150
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HDPE Pipe 110 MM Dia PE 63. PN-4
285
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HDPE Pipe 140 MM Dia PE 63. PN-4
2530
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HDPE Pipe 180 MM Dia PE 63. PN-4
2580
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Providinig and fixing Elbow of following dia complete including all leads, left and carriage of materials at site and as directed by the Engineer in charge.
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180 MM Dia
13
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140 MM Dia
10
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125 MM Dia
7
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110 MM Dia
1
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90 MM Dia
1
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Providinig and fixing Tail Piece of following dia complete including all leads, left and carriage of materials at site and as directed by the Engineer in charge.
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180 MM Dia
2
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140 MM Dia
2
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125 MM Dia
1
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110 MM Dia
1
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90 MM Dia
1
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Providinig and fixing Tail Piece of following dia complete including all leads, left and carriage of materials at site and as directed by the Engineer in charge.
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180 MM Dia
2
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140 MM Dia
2
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125 MM Dia
1
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110 MM Dia
1
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90 MM Dia
1
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Design , fabrication and errection of spilway gates and under sluice gate of suitable sizes and in numbers to increase the capacity of rain harvesting structure including overhead structure rope and drum hoisting arrangement structure, ladder and railing for overhead structure including carriage of material at site as dierected within all leads & lifts as per entire satisfaction of Engineer in charge.
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