Tender For Restoration Of Rain Damages To Lwss Bharari Ladhyani In Tehsil Ghumarwin Distt Bilaspur (Hp) (Sh:- Construction Of Over Head Tank At Vill Mihara Under Gp Bharari Cap. 30000 Litrs With Staging Height 10 Mtrs.) (Under Pdna)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
09 Jun 2026
0 days left
EMD
21000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bharari → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Restoration Of Rain Damages To Lwss Bharari Ladhyani In Tehsil Ghumarwin Distt Bilaspur (Hp) (Sh:- Construction Of Over Head Tank At Vill Mihara Under Gp Bharari Cap. 30000 Litrs With Staging Height 10 Mtrs.) (Under Pdna)
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts |
| 3 | Providing and laying cement concrete 1:1.5:3 (1Cement:1.5sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in : |
| 4 | Foundation,footing.bases of columns & the like & the mass concrete. |
| 5 | 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 |
| 6 | (ii) floor two level to floor three level |
| 7 | (iii) floor three level to floor four level |
| 8 | (iv) floor four level to floor five level |
| 9 | Column,pillars,posts & struts upto floor two level |
| 10 | (ii) floor two level to floor three level |
| 11 | (iii) floor three level to floor four level |
| 12 | (iv) floor four level to floor five level |
| 13 | Lintels,beams gorders bressumers & cantilevers upto floor two level |
| 14 | ii) floor two level to floor three level |
| 15 | iii) floor three level to floor four level |
| 16 | (iv) floor four level to floor five level |
| 17 | Arches upto floor two level: |
| 18 | (ii) floor two level to floor three level |
| 19 | (iii) floor three level to floor four level |
| 20 | Suspended floors,roofs,landings.etc.upto floor two level |
| 21 | (i) floor two level to floor three level |
| 22 | (ii) floor three level to floor four level |
| 23 | 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 to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain. |
| 24 | (i) Foundation,footing,bases of columns etc.and mass concrete. |
| 25 | (ii) Flat surface such as soffits of suspended floors,roofs,landing and the like |
| 26 | (a) Beyond 4.00 mtrs. |
| 27 | (iii) Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses,plinth & string courses and the like. |
| 28 | (a) Beyond 4.00 mtrs. |
| 29 | (iv) Columns,pillars.posts & struts. |
| 30 | (a) Beyond 4.00 mtrs. |
| 31 | (v) Beams,cantilever,girders & lintels. |
| 32 | Sides & soffits of beams,beam haunchings, catilevers,bressumers,& lintels not exceeding 1.00 mtr.depth in all ht.from floor. |
| 33 | (V) 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 4meters and removal of the same for insitu reinforced concrete and plain.(In Arches exceeding 6.00 mtr.span) |
| 34 | Beyond 6.00 mtr.height. |
| 35 | Providing Tor Steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level. |
| 36 | Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3Sand) complete in all respect within all leads & lifts. |
| 37 | Finishing wall with water proofing cement paint of approved brand & manufacture and of required shade on undercorated wall surfaces (two coats) to give an even shade after throughly burshing the surface to remove all dirt & remains of loose powered material. |
| 38 | Providing & fixing 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. |
| 39 | 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. |
| 40 | 80 mm dia |
| 41 | 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. |
| 42 | 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 shall be measured & paid for separately) complete in all respect within all leads & lifts. |
| 43 | 80mm dia |
| 44 | 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. |
| 45 | 80mm dia |
| 46 | Providing plinth protection 50 mm thick in cement concrete 1:3:6(1 Cement :3Sand: 6 graded stone aggregate 20 mm nominal size) complete in all respect within all leads & lifts. |
| 47 | 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. |
| 48 | 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 concrete 1:5:10 mix (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finish- ed with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside syze With 150 mm thick walls of RCC 1:2 :4 (1 ce- ment :2 sand :4 graded stone aggregate 20 ment :2 sand :4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not excee- ding 150 mm centres both ways. |
| 49 | P/Fixing of below items required for OHSR complete. |
| 50 | Vent Pipe i/c CI cowl complete |
| 51 | Provision for Structural design & drawing ( @2 %) |
| 52 | Soil testing report for Bearing capacity of soil. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJun 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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