Himachal Pradesh Irrigation And Public Health Department Tender

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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender

Works
Civil And Construction
Eprocure
Opening Date22 Apr 2022
Closing Date29 Apr 2022
Tender Amount₹ 71,26,023 
Notes
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Costs

Summary

Remodelling Of Fis Lower Pooh Kuhl In Gp Pooh Tehsil Pooh Distt Kinnaur

Description

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BOQ Items

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Excavation in earth work in all classification of soil such as pick work, Jumper work, jumper blast, blasting and hard blasting in excavated earth & disposal of all excavated earth with in all leads and lifts and disposed earth to be levelled and neatly dressed as directed by the Engineer-in-Charge at site.

14.4

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Providing and Laying cement concrete 1:4:8 (1 cement:4 sand: 8 graded stone aggregate 40mm Nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts.

27.87

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Prov. and laying cement concrerte 1:1.5:3 (1cement:1:1.5 sand :3 graded stone aggregate 20mm Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- (a) Foundation and plinth

0.68

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(b) wall (any thickness but not less then 0.10mtr thickness.)attached pilasters, buttresses,plinth and string courses etc from top of foundation level up to floor two level with in all leads and lifts.

1.95

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Providing and laying cement concrete work 1:2:4 (1cement :2sand:4 graded stone aggregate 20mm nominal size.) and curing complete excluding cost of form work: Foundation and plinth with in all leads and lifts.

105.17

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Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm .so as to give a fair finish including centring ,shuttering ,strutting and propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removed of the same for insitu-reinforced concrete and plain concrete work in:-(i) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters,buttersses,plinth and string courses and the like with in all leads and lifts.

485.2

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Providing and Laying Cement Concrete 1:5:10 (1 Cement:5 Sand:10 Graded stone aggregate 40mm Nominal size) with 15% plum and curing complete excluding cost of form work is retaining walls/breast walls,the size of plums shall usually be 150mm to 300mm as per HPPWD specification with in all leads and lifts.

55

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Laying and Jointing Mild steel/Tor steel reinforcement for RCC work including bending ,binding and placing in position complete upto floor two level with in all leads and lifts.

9702

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Wire crate made of G.I.wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) 15cmx15cm mesh G.I.wire 4mm thick corresponding to SWG-8, with in all leads and lifts.

1484.38

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Wire crates of GI wire filled with boulder with square cut faces against the wire ( wire crates to be measured and paid for separately) with in all leads and lifts.

342

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Demolition below above ground level up to floor two level including disposal of unservicable materials within 20 metres lead.Unreinforced cement concrete upto 15cm thickness with in all leads and lifts.

42

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Cement concrete lining 15Cm thick or less for Irrigation channel using cement concrete 1:3:6(1cement:3sand:6graded stone agg.20mm nominal size) and curing complete excluding the cost of form work with in all leads and lifts.

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a) Hand mixed concrete lining in bed.

60

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b) Hand mixed concrete lining Lining on side slopes.

93.6

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Extra allowances for form work in concrete lining including carriage of mateial with in all leads and lifts.

93.6

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Stone filling behind Retaining Walls with in all leads and lifts.

2.6

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Laying and Jointing of GI Pipe (MG) 125mm dia as per IS:1239:2004 (Latest with up to date ammendments) providing circumferencial Butt welded joints by electrical arc welding to 125mm dia of GI Pipes medium class welded in requiste number of welded runs so as to achive the minimum throat thickness of weld conforming to IS 816-1969 specification by using welding electrodes of 2.5mm to 6.3mm of advani Oerlikon (Asore)- CITOJET ESAB make conforming to IS 814-1991 at site of work complete in all respect including manual and mechanical handing of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

1900

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Providing and Fixing CI Sluice Valve (with hand wheel ) as pe IS 780-1984 class-I up to 300mm dia(including brass spindlecomplete with bolts and nuts,rubber insertion etc. (a) 125mm dia.PN 1.0

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