Jal Shakti Department Tender
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Jal Shakti Department - HPIPH Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date1 Oct 2021
Closing Date14 Oct 2021
Tender Amount₹ 15,40,400
Costs
EMD
₹ 31,206Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Improvement Of Lwss Bhaira Diara In Tehsil Amb, Distt. Una (hp)
Description
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Contact
Tender Id
2021_HPIPH_52845_1Bid Award Id
ViewTender No
EEJSVD Amb OHSR 90000-HamboliTender Authority
Jal Shakti Department ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
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Sides & soffits of beams,beam haunchings, catilevers, bressumers & lintels not exceeding 1.00 mtr.depth in all ht.from floor.
55.76
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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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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.
329.98
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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.
2
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Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.
27.2
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(iii) floor four level to floor five level
4.32
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Flanged bell mouth a/w puddle collars
2
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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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Providing & fixing 500 mm dia SFRC man hole cover with fram and the weight of frame & cover should not less than 100 kg complete in all respect within all leads & lifts.
2
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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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(v) Beams, cantilever, girders & lintels.
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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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150 mm dia
3
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Arches upto floor two level:
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(a) Upto 4.00 mtrs.
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Providing and laying cement concrete using M - 10 concrete mix with graded stone aggregate40 mm nominal size) and curing complete excluding the cost ofc form work foundation and plinth in all lead and lifts.
2.03
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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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Foundation,footing.bases of columns & the like & the mass concrete.
5.76
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Vent Pipe i/c CI cowl complete
1
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(i) floor two level to floor three level
6.58
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(i) Foundation,footing,bases of columns etc.and mass concrete.
138.74
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(ii) floor three level to floor four level
1.21
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(iv) Columns,pillars.posts & struts.
20.11
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150 mm dia
39
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P/Fixing of below items required for OHSR complete.
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(b) Beyond 4.00 mtrs.
53.28
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(i) floor two level to floor three level
4.5
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50 mm
59.99
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150 mm dia
3
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Providing and laying cement concrete using M - 25 concrete mix with graded stone aggregate20 mm nominal size) and Curing complete excluding the cost o form work and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
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Expansion joints
2
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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.
361.08
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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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(iii) floor three level to floor four level
3.7
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Column,pillars,posts & struts upto floor two level
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150 mm dia
11
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(i) floor two level to floor three level
2.67
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150 mm dia
1
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150 mm dia
1
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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.
18.65
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Lintels,beams girders bressumers & cantilevers upto floor two level
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For Vertical surfaces of tank
137.98
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(ii) Flat surface such as soffits of suspended floors,roofs,landing and the like
24.67
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Lightening Conductor
1
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Beyond 4.00 mtr.height.
32.2
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(i) floor four level to floor five level
11.38
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Suspended floors,roofs,landings.etc. upto floor two level
2.61
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Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level.
9132.3
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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.
18.65
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(ii) floor three level to floor four level
1.51
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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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M/S sheet Locking arrangment for Manholle.
1
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