Himachal Pradesh Irrigation And Public Health Department Tender

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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender

Works
Eprocure
Opening Date16 Dec 2020
Closing Date23 Dec 2020
Tender Amount₹ 14,96,081 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Improvement Of Lwss Shilli Sanari In Gp Banethi In Tehsil Nahan Distt. Sirmour

Description

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BOQ Items

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Providing and laying cement concrete 1:2:4(1cement:2app.sand:4app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in wall(any thickness not less than 0.1m thickness) attahced pillaster buttresses, plinth and string courses etc. from top of foundation level upto floor two level,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

20.91

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Providing and laying cement concrete 1:2:4(1cement:2app.sand:4app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in in suspended floors roofs, landings shelves and their supports balconies beams,girders bressumers and cantilevers upto floor two level in all height and depth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

2.51

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Providing and laying cement concrete 1:1 ½:3 (1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

6.38

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Providing and laying cement concrete 1:1 ½:3(1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in wall(any thickness not less than 0.1m thickness) attahced pillaster buttresses, plinth and string courses etc. from top of foundation level upto floor two level,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

13.76

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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, strutting 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 work in, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

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a)Flat surface such as soffits of suspended floors, roofs,landings and the like floors etc.in all thickness.

21.44

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b)Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses,plinth and string sources and the like.

233.16

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Providing and laying of tor steel reinforcement for RCC work including banding, binding and placing in polsition complete upto floor two lelvel including all leads, and carriage of material at site and as directed by the Engineer Incharge.including cost of binding wires.

3307.8

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Supplying and fixing of MS (man holes cover )with locking arrangement for frame of internal dimension 455x610 mm rectangular MS cover ( light duty) single seat the weight of cover to be not less 23 KG, (weight more than 23 kg will not be paid. Weight less than 23 Kg will not be accepted) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

3

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Steel work welded in built up sections , trusses and framed work including cutting, hoisting, fixing in position and applying and priming coat of red lead paint in gratings, framed guard bars, ladders, railings , brackets and similar work. including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

0.97

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Providing and placing in horizontal layer filtering media duly graded ,screened, washed and cleanned as specified by the Engineer Inchargte including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

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Top layer :- fine sand(Eff. Size of 0.20mm to 0.40 and Uniformity coefficient 2.00 to 3.00) (top layer )

10.53

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Course sand 3mm to 6mm (2nd layer ).

3.24

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Bajri 6mm to 20mm (3rd layer )

3.24

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Bajri 20mm to 25mm (4th layer )

1.62

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Broken stone 50mm to 75mm (5th layer ).

3.24

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Wire crates of G.I. Wire filled with boulder with square cut faces aginst the wire(wire crates to be measured and paid for seperately) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

31.44

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Wire crates made of G.I. Wire filled with boulder filing with squared cut faces against the wire boulder filling to be mesured and paid for seperately with G.I wire 5mm thick SWG-6)15cmX15cm mesh including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

147.14

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Providing & Fixing G.I. pipe for scour pipe, outlet pipe 50mm dia (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 tbe Engineer Incharge.

66

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GMS pipe 50mm dia (L)……

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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.

1104.76

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Laying,jointing,testing & commissioning in trenches following dia socketted galvanised mild steel tube of various dia of light grade as under confirming to BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of with standing required test pressure as BIS code, in random lengths of 5.5 to 6.5 mtr.The pipe ends shall be socketted,Tees & bends shall be manufactured from parent pipe etc and cutting of pipes whereever required as per stie requirement as per site conditions i/c carriage in all leads & lifts and as directed by Engineer-Incharge.(Earth work shall be measured paid for separately).

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15 mm Dia

1686

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25 mm Dia

1215

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32 mm Dia

2380

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40 mm Dia

105

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Dismantling of old pipe line & distribution lines including stacking of serviceable pipes and unserviceable pipe separately(Earth work to be measures and paid separately) including all leads, lifts and carriage of material at site and as directed by the Engineer in charge.

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15 mm Dia

2190

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20 mm Dia

630

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Re-laying jointing and testing of GMS pipes of various dia which is serviceable available (eaarth work to be measured used and paid for separately) including all leads lifts and caariage of material at site and as directed by the Engineer incharge

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15 mm Dia

1314

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20 mm Dia

370

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Providing and fixing G.I.Fitting of approved make and relevent ISS complete in all respect i/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

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G.I.Union

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15 mm Dia

118

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20 mm Dia

2

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25 mm Dia

6

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32 mm Dia

14

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40 mm Dia

3

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Providing and fixing of Brass full way valve with wheel of approved make and relevent ISS complete in all respects including of all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

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15 mm Dia

12

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20 mm Dia

2

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25 mm Dia

4

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32 mm Dia

6

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40 mm Dia

2

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50 mm Dia

4

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Manufacturing & supplying of G.I. pipes manifold distributor vertical with 65 mm dia (G.I. Pipe will be issued by the department free of cost) by cutting and welding the distributor shall be 50 cmlong having4 no's 15 cm diab connection at the top with 10" long nipple of 15 mmdia G.I. pipes both side& providing elbow 15 mm dia and 25 mm dia to 32 mm dia bottom inlet by properly pluging at the top with G.I. socket and with MS sheet 3.15 mm thick at the bottom as per direction of the Engineer-in -charge at the site of work.

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