Tender For Lwss Jawal Badmana In Tehsil Amb Distt. Una (Hp)(Sub Head :- Construction Of Water Tank Near Head Works Of Dharamshal Mahanta )
Tender Value
7.81 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
0 days left
EMD
15627
Bank guarantee accepted
Document Fee
350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Una → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Lwss Jawal Badmana In Tehsil Amb Distt. Una (Hp)(Sub Head :- Construction Of Water Tank Near Head Works Of Dharamshal Mahanta )
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge. |
| 2 | Earth work without dewatering |
| 3 | Earth work with dewatering |
| 4 | Providing Laying Cement concrete 1:3:6 ( 1 Cement :3 Sand :6 Geaded stone aggregate 40 mm nominal size) & curing complete in foundation & Plinth. |
| 5 | Providing & laying cement concrete 1:1.5:3 ( 1 Cement :1.5 sand:3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- |
| 6 | (i) Foundation,footing,bases of columns and the like & mass concrete. |
| 7 | (ii) Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level |
| 8 | Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :- |
| 9 | i)Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters,buttresses,plinth & string courses & the like. |
| 10 | Flat surfaces such as soffits of suspended floor, roofs, landings and the like floor etc. upto 20mm thickness within all leads and lifts. |
| 11 | Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand ) |
| 12 | Providing & laying cement concrete 1:2:4 ( 1 Cement :2 sand:4 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- |
| 13 | (i) Suspended floor,roofs,landing & shelves & their support balconies,beams,girders,bressumers & cantilever upto floor level. |
| 14 | Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level. |
| 15 | Steel work welded in built up sections,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed ,guards,bars, ladders,railing,brackets & similar works. |
| 16 | Laying in trenches GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separately) |
| 17 | i) 100 mm (L/M ) ( Inlet and Outlet) |
| 18 | Providing and supplying double flanged sluice valve of following sizes make Bir/Kartar/ ISI marked and capable of with standing the normal pressure as per10.20 Kg IS: 14846-2000 class PN-1 brass steel spindle complete with accessories in all repest and to the entire satisfaction of Engineer-in-charge with in all lead and lifts. |
| 19 | 100 mm dia |
| 20 | 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) 100mm thick foundation concrete 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 cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways |
| 21 | Prov. & fixing SFRC Man hole cover with frame having frames size of 560 mm internal dia.should not be less than 100 kg |
| 22 | Stone filling behind the long wall facing towards U/S side. |
| 23 | Laying,jointing and testing in trenches galvanised mild steel tube of following dia and grade confirming to BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date), including all fitting complete al restect within all leads & lifts. (earth work in trenches to be measured and paid for separately). |
| 24 | 20 mm dia |
| 25 | 25 mm dia |
| 26 | 32 mm dia |
| 27 | 40 mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
TodayTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender