Jal Shakti Department Tender
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Jal Shakti Department - HPIPH Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date6 Feb 2023
Closing Date22 Feb 2023
Tender Amount₹ 24,00,048
Costs
EMD
₹ 43,500Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Providing Lwss To Village Gangoti, Jamman Kuali, Ghagoh, Behal Sandhu, Sapori And Adersh Nagar Amb In Tehsil Amb, Distt. Una (hp)
Description
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Contact
Tender Id
2023_HPIPH_68011_1Bid Award Id
ViewTender No
EE-JSD-Amb-OHSR 1 Lakh Cap.Tender Authority
Jal Shakti Department ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
Foundation,footing.bases of columns & the like & the mass concrete.
7.36
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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
19.05
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Column,pillars,posts & struts upto floor two level
-
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(ii) floor two level to floor three level
5.87
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(iii) floor three level to floor four level
4.71
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(iv) floor four level to floor five level
13.51
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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
6.25
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(iii) floor three level to floor four level
1.55
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Arches upto floor two level:
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(ii) floor two level to floor three level
10.93
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(iii) floor three level to floor four level
6.14
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Suspended floors,roofs,landings.etc. upto floor two level
3.14
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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.
154.01
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(ii) Flat surface such as soffits of suspended floors,roofs,landing and the like
30.07
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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
130.82
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(iv) Columns,pillars.posts & struts.
50.27
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(b) Beyond 4.00 mtrs.
133.2
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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.
72.4
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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.
58.31
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Beyond 4.00 mtr.height.
53.41
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Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level.
9109.31
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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.
535.39
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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.
535.39
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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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ProvidingLaying 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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65mm Inflow/outflow/Overflow
39
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65mm Scover
11
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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.
342.07
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Providing 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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20 mm Railing
66.27
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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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65mm Inflow /outflow/overflow
1
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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.
23.36
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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.
23.36
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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 RCC 1:2:4 (1cement : 2 sand :4 graded 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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MS Sheet Locking arrangement for Manhole
1
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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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Provision for testing of bearing cap.of soil complete in all respect
1
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Provision for design and drawing of OHSR tank complete in all respect
1
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TERMS & CONDITIONS ATTACHED
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Evaluation Notes How It Works ?
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