Tender For Restoration Of Rain Damages Of Lwss Brall In Tehsil Rohru Distt. Shimla H.P (Sh:- Repair Of Storage Tanks And Filterbed, And Laying & Jointing Of G.I Pipes Of Various Dia.) (Estimated Cost:- 16,24,283/-, Earnest Money Rs:- 32,500/- Time:-
Tender Value
16.24 Lakhs
Estimated cost
Bid Submission
31 Jul 2026
3 days left
EMD
32500
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shimla → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damages Of Lwss Brall In Tehsil Rohru Distt. Shimla H.P (Sh:- Repair Of Storage Tanks And Filterbed, And Laying & Jointing Of G.I Pipes Of Various Dia.) (Estimated Cost:- 16,24,283/-, Earnest Money Rs:- 32,500/- Time:- 3 Month).
BOQ
| Sl. No. | Item Description |
| 1 | Chipping of RCC/Stone masonary walls/ plastering surfaces deep average 10mm width in base with in all leads aand lifts as per the direction of the Engineer in Charge. |
| 2 | Providing and fixing of mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. |
| 3 | Providing and laying cement concrete 1:1.5:3 (1cement :1.5Sand: 3 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:- |
| 4 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. |
| 5 | Providing and fixing MS Sheet Man hole cover with locking arrangement including lock, nuts & bolts & other fittings complete with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge. |
| 6 | 20 mm thick cement plaster in single coat on rough sides of brick/concrete/ stone walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth and finished even smooth in cm 1:3 (cement: 3sand) within all leads and lifts and as directed by the Engineer-in-charge. |
| 7 | Lifting of filter media from existing filter tank and stacking the same with in all leads and lifts and entire satisfection of Engineer-in-Charge. |
| 8 | Top Layer: Effective size fine sand 0.20mm to 0.40mm and uniformity 3.00 |
| 9 | Second layer: Bottom layer broken stone 3mm to 6mm |
| 10 | Third Layer: Bajri 6mm to 20mm |
| 11 | Fourth Layer: Bajri 20mm to 25mm |
| 12 | Fifth Layer: Broken stone 50mm to 75mm |
| 13 | Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts. |
| 14 | Top Layer: Effective size fine sand 0.20mm to 0.40mm and uniformity 3.00 |
| 15 | Second layer: Bottom layer broken stone 3mm to 6mm |
| 16 | Third Layer: Bajri 6mm to 20mm |
| 17 | Clearing jungle including uprooting of rank vegetations,grass,brush wood tress and saplings of girth upto 30 cm within all leads and lifts and as directed by the Engineer-in-charge. |
| 18 | Cleaning and didinfectin of RCC/ steel water storage tank (OHT/UGT) by dewatering removal of deposited sludge thorough scrubbing of internal surfaces, application of disinfection (bleaching,powder/chlorine ) rinsing and making the tank fit for portable water storage, complete in all respects. |
| 19 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. |
| 20 | Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately) |
| 21 | 15mm dia |
| 22 | 20mm dia |
| 23 | 25mm dia |
| 24 | 32mm dia |
| 25 | 40mm dia |
| 26 | 50mm dia |
| 27 | Providing and fixing of brass full way wheel valves (Heavy Duty) inclusive necessary all pipe fittings with in all leads and lifts as per direction of Engineer-in-Charge. |
| 28 | 15mm dia |
| 29 | 20mm dia |
| 30 | 25mm dia |
| 31 | 32mm dia |
| 32 | 40mm dia |
| 33 | Intake-cum- filter box 60x60x60 cm of M.S. sheet 3.15mm thick by cutting and welding (two layers) M.S. Sheet 3.15 mm thick 6x0.60x0.60=2.16 Sqm M.S. perforated sheet 3.15 mm thick 1x0.60x0.60=0.365qm Catch trough with MS bar creen 1x0.60x0.50=0.30Sqm Total:-2.82 Sqm @24.70 kg/Sqm = 69.65kg. (A) MS Angle 40x40x6mm =4x0.30=1.20 Rmt. MS Angle Cleat 40x40x6mm =4x0. 10=0.40 Rmt. Total:-1.60 Rmt @3.50kg/Rmt= 5.60 kg (B) A+B = 75.25 kg20mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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