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
Water Storage And Supply
Eprocure
Opening Date11 Oct 2024
Closing Date18 Oct 2024
Tender Amount₹ 12,39,782 
Notes
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Costs

Summary

Improvement Of Water Supply Scheme Laluwal, Wss Polian Beet And Wss Lower Bat Kalan In Tehsil Haroli Distt. Una (hp) (sh C/o 25000 Ltr. Capacity With 10 Mtr Staging Height Near Choti Kutiya At Village Beetan)

Description

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BOQ Items

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DO_NOT_SHOW

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Foundation,footing.bases of columns & the like & the mass concrete.

2.24

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Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level upto floor two level

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(i) floor four level to floor five level

6.33

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Column,pillars,posts & struts upto floor two level

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) Above G.L.upto floor two level

2.69

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floor two level to floor three level

1.91

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floor three level to floor four leve

2.29

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Lintels,beams girders bressumers & cantilevers upto floor two level

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(ii) floor two level to floor three level

5.75

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(iii) floor three level to floor four level

0.79

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Arches upto floor two level:

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(ii) floor two level to floor three level

2.73

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(iii) floor three level to floor four level

1.54

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Suspended floors,roofs,landings.etc. upto floor two level

1.88

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(i) floor two level to floor three level

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(ii) floor three level to floor four level

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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 centering below supporting floor two level.

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(i) Foundation,footing,bases of columns etc.and mass concrete.

85.53

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(ii) Flat surface such as soffits of suspended floors,roofs,landing and the like

17.42

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(iii) Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses, plinth & string courses and the like.

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(a) Upto 4.00 mtrs.

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For Vertical surfaces of tank

63.34

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(iv) Columns,pillars.posts & struts.

22.62

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(b) Beyond 4.00 mtrs.

31.67

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(v) Beams, cantilever, girders & lintels.

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Sides & soffits of beams,beam haunchings, catilevers, bressumers & lintels not exceeding 1.00 mtr.depth in all ht.from floor.

29.06

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(vi) Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs.height.

14.58

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Beyond 4.00 mtr.height.

13.35

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Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level.

5629.74

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Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3 Sand) complete in all respect within all leads & lifts.

198.5

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Finishing wall with water proofing cement paint of approved brand & maunfacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after throughly brushing the surface to remove all dirt & remains of loose powedered material etc.

198.5

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Providing & fixing 500 mm dia.SFRC man hole cover with frame and the weight of frame & cover should not be less than 100 kg complete in all respect within all leads & lifts.

2

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Laying GMS/MS Pipes conforming to relevants BIS codes of below mentioned diameters fully jointed with MS Flanges of Table - 5 as per IS :6392 - 1971 excluding the cost of excavation in trenches complete in all respect within all leads & lifts.

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80mm

50

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Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting,fixing in position & applying a priming coat of red paint.In grating,framed guard bars,ladders,railing,brackets & similar works.

225.38

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Laying GMS Pipes conforming to IS 1239 - 1979 (Part-1) screwed & socketed joints (Light grade) excluding the cost of excavation in trenches

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25mm

50.57

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Providing & fixing CI sluice valve (with hand wheel) as per IS:780 - 1984 Class-I upto 300 mm dia i/c brass spindle & as per 2906 - 1984 Class II for diameters more than 300 mm complete with bolts,nuts,rubber insertion etc,(The tail pieces if required shade etc.

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80mm

3

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Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in all respect within all leads & lifts.

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80mm

4

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Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 Cement: 3 Sand: 6graded stone aggregate 20 mm nominal size) complete in all respect within all leads & lifts.

11.67

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Providing under layers for plinth protection 75 mm thick (unconslidated) bed dry brick/stone aggregate 40 mm nominal size well rammed & grouted with fine sand i/c preparation of ground complete in all respect within all leads & lifts.

11.67

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Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia.&180 mm deep (inside) with chained lid RCC top 1:2:4 mix (1 cement :2 Sand : 4 graded stone aggregate 20 mm nominal size ) 100 mm thick foundation conc.1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 Cement : 3 Sand ) finished with a floating coat of neat cment i/c curing complete. 600 x 600 x 750 mm inside size With 150mm th.walls of RCC1:2:4(1cement:2sand:4graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways.

3

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P/Fixing of below items required for OHSR complete.

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Lightening Conductor

1

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Water measurement gauge

1

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Vent Pipe i/c CI cowl complete

1

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Flanged bell mouth a/w puddle collars

1

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Expansion joints

1

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