Jal Shakti Department Tender
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Jal Shakti Department - HPIPH Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date15 Feb 2024
Closing Date26 Feb 2024
Tender Amount₹ 19,36,305
Costs
EMD
₹ 38,726Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Restoration Of Rain Damages Of Lwss Takarla In Tehsil Amb, Distt. Una (hp)
Description
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Contact
Tender Id
2024_HPIPH_85904_1Bid Award Id
ViewTender No
EEJSVD-Amb-C/O OHSR 70,000 Ltr.Tender Authority
Jal Shakti Department ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
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Foundation, footing bases of columns and the like and mass concrete.
15.55
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Foundation, footing bases of columns and the like and mass concrete.
14.42
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Lintels, beams,girders,bressumer and cantilever.
16.74
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Stair case(except spiral stair case)excluding landing but including preparing of the surface and finishing of nosing.
6.2
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Arches upto all heights.
5.5
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Suspended floor roofs, landing and shelves and their support balconies, beam girderes bressumers and cantiliver.
2.58
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Wall ( any thickness but not less than 0.10 mtrs thickness attached pilasters butteress, plinth and string courses etc. from top of foundation level.
10.52
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Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30 x 30 x 5 mm, so as to give a fair finish including centring , shuttering, strutting and propping etc with wooden battans 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 all leads and lifts & as per the direction of the Engineer-in-Charge.
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Foundation , footings , basis of columns etc. and mass concrete.
31.89
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Columns,pillars posts,struts circular or curved in plan.
128.13
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Sides and soffits of beams,beam haunching , cantiliver,bressumers & lintle not exceeding 1.00 mtr. Depth in all height. of floors.
129.41
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Vertical surfaces such as wall of any thickness, partition and the like inculding pillasters,buttresses, plinth ande string courses and the like..
95.89
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Flat surfaces such as soffits of suspended floors, roofs, landings and the like.upto 200 mm thickness.
31.89
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Stair cases with slopping or stepped soffits excluding landings.
49.06
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Providing of form work of ordinary timber planking so as to give a rough finish including centering, shuttering , strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 6 mtrs. and removal of the same insitu reinforced concrete and plain concrete work in all leads and lifts and as per the direction of the Engineer- in - Charge in Arches exceeding 6 mtrs span.
48.95
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Steel work welded in built up section , trusses and framed work i/c cutting hoisting fixing in position and applying a priming coat of red lead paint in gretings, framed guards, bors ladders railing brackets and similar works.
6.11
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Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete in all respect in all leads and lifts & as per direction of the Engineer-in-Charge floor two level.
6436.15
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Providing plinth protection 50 mm thick in cement concrete 1: 3: 6 (1cement : 3 sand : 6 graded stone aggregate 20 mm nominal size ) including entire carriage of material and as per direction of the Engineer-in-Charge.
78.25
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Providing under layer for plinth protection of 75 mm thick ( unconsolidated )bed dry brick/ stone aggregaated 40 mm nominal size will rammed and consolidated and grouted with fine sand including preparation of ground.
78.25
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Providing and fixing MS manhole cover of 500 mm dia with frame ( medium grade duty ) weight of cover and frame to be not less than 23 kg.
1
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Laying ,Jointing inlet, outlet, over flow and Scour pipe of GMS pipe of following internal dia ( medium grade)i/c extra carriage within all leads and lifts and as per the direction of the Engineer-in-Charge.
50
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Inlet Gravity Main 80 mm.
5
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Providing and Fixing Double Flanged Cast Iron Sliuce valve of Leader / Kirloskar make capable of withstanding the normal seat pressure and as per IS 14846 (Cast iron) with latest ammendments PN1.00 for following dia ( including brass spindle and as per IS 2906 class-II complete in all respect i/c carriage of material within all leads and lifts.
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Out let pipe 80 mm ( Distribution )
3
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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.
1
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Finshing wall with water proofing cement paint of approved brand & manufacturer & of required shade on undecorated wall surfaces ( Two coats) to give an even shade after throughly brushing the surfaces to remove all dirt, dust and remain of loose powdered material. in all leads and lifts and as per the dirction of the Engineer- in - charge.
427.34
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Provision for inlocking connection inlet/outlet,distribution system i/c cutting and welding ,Tee,bends various dia complete in all respect
1
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