Jal Shakti Department Tender
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Jal Shakti Department - HPIPH Tender
Civil And Construction
Eprocure
Opening Date7 May 2022
Closing Date13 May 2022
Tender Amount₹ 16,00,116
Costs
EMD
₹ 31,501Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Lwss Amb Tilla And Belhi In Tehsil Amb Distt. Una (hp)
Description
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Contact
Tender Id
2022_HPIPH_60423_1Bid Award Id
ViewTender No
EE-JSVD-Amb- OHSR Amb Tilla1207-1306Tender Authority
Jal Shakti Department ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
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 (i) floor four level to floor five level
9.73
-
-
Column,pillars,posts & struts upto floor two level (i) floor two level to floor three level
3.02
-
-
(ii) floor three level to floor four level
1.51
-
-
(iii) floor four level to floor five level
6.84
-
-
Lintels,beams girders bressumers & cantilevers upto floor two level (i) floor two level to floor three level
3.81
-
-
(iii) floor three level to floor four level
1.02
-
-
Arches upto floor two level:(i) floor two level to floor three level
4.63
-
-
(iii) floor three level to floor four level
2.59
-
-
Suspended floors,roofs,landings.etc. upto floor two level
2.32
-
-
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.(i) Foundation,footing,bases of columns etc.and mass concrete.
158.51
-
-
(ii) Flat surface such as soffits of suspended floors,roofs,landing and the like
21.84
-
-
(iii) Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses, plinth & string courses and the like.(a) Upto 4.00 mtrs for Vertical surfaces of tank
117.99
-
-
(iv) Columns,pillars.posts & struts.
20.11
-
-
(b) Beyond 4.00 mtrs.
78.41
-
-
(v) Beams, cantilever, girders & lintels.Sides & soffits of beams,beam haunchings, catilevers, bressumers & lintels not exceeding 1.00 mtr.depth in all ht.from floor.
46.41
-
-
(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.
24.7
-
-
Beyond 4.00 mtr.height.
22.56
-
-
Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level.
8553.06
-
-
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.
334.73
-
-
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.
334.73
-
-
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
-
-
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. 100 mm dia
39
-
-
100 mm dia
11
-
-
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.
310.71
-
-
Laying GMS Pipes conforming to IS 1239 - 1979 (Part-1) screwed & socketed joints (Light grade) excluding the cost of excavation in trenches 50 mm dia
56.85
-
-
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. 100 mm dia
3
-
-
100 mm dia
1
-
-
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.100 mm dia
3
-
-
100 mm dia
1
-
-
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.
16.29
-
-
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.
16.29
-
-
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
-
-
P/Fixing of below items required for OHSR complete .M/S sheet Locking arrangment for Manholle.
1
-
-
Lightening Conductor
1
-
-
Water measurement gauge
1
-
-
Vent Pipe i/c CI cowl complete
1
-
-
Flanged bell mouth a/w puddle collars
2
-
-
Expansion joints
2
-
-
TERMS & CONDITIONS ATTACHED
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