Tender For Restoration Of Rain Damages Of Water Supply Scheme Kasol In Gp Kasol In Tehsil Bhuntar Distt. Kullu (Sh:- Recovery, Re-Construction And Strengthening Of Water Supply Scheme Kasol) Under Pdna Estimated Cost= 28,76,615 Earnest Money=57,600 T
Tender Value
28.76 Lakhs
Estimated cost
Bid Submission
01 Aug 2026
4 days left
EMD
57600
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kullu → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damages Of Water Supply Scheme Kasol In Gp Kasol In Tehsil Bhuntar Distt. Kullu (Sh:- Recovery, Re-Construction And Strengthening Of Water Supply Scheme Kasol) Under Pdna Estimated Cost= 28,76,615 Earnest Money=57,600 Time= 2 Months
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Jul-2026 | Corrigendum | Fee | 01-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Cutting in earth work in all kinds of soil in all leads and lifts such a spade work , pick work , jumper work Saturated/Unsaturated soil blasting work in soft/ hard rock chiseling/wedging out rock where blasting is prohibited in all leads and lifts stacking the useful material available from cutting work and handing over the useful material to the department free of cost as per direction of the Engineer in charge with in all leads and lifts. |
| 2 | Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts. |
| 3 | Providing and laying cement concrete 1:6:12 ( 1 cement:6 sand:12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of formwork in foundation and plinth within all leads and lifts complete in all respect. |
| 4 | Providing and laying cement concrete 1:4:8( 1cement:4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth. |
| 5 | Providing and laying cement concrete 1:3:6(1cement:3sand:6graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts in Foundation and Plinth. |
| 6 | Providing & laying reinforcement cement concrete 1:1.5:3(1cement:1/2sand:3graded stone agregate of 20mm nominal size) curing complete excluding cost of from work and reinforcemenr for reinforced concrete work including all leads and lifts. |
| 7 | Foundations , footings bases of columns and the like and mass concrete work complete in all respect. |
| 8 | Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect. |
| 9 | Suspended floors, roofs, landings, shelves and their supports, balconies, beams, and girders, bressumers and cantilevers upto floor two level including all leads and lifts etc. complete in all respects. |
| 10 | Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level i.c cost of binding wire with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. |
| 11 | Centring & shuttering including strutting, propping etc. & removal of form for walls (any thickness) including attached pillasters, buttresses, plinth & string courses etc. Complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge. |
| 12 | Centring & shuttering including strutting, propping etc. & removal of form for suspended floors, roofs, landings, balconies & access platform complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge. |
| 13 | Providing, supplying and fixing double flanged Cast iron sluice valve Class-I IS: 780-1984 of Kirloskar/Leader/Pelican make 65 mm dia for the pipe line capable to withstanding normal seat pressure including cutting, welding, providing and fixing rubber/asbestos sheet of maximum thickness 3mm as per IS: 2712-1979 and providing and fixing MS nuts and bolts in required number including carriage of material in all leads and lilfts. |
| 14 | Providing & fixing MS manhole cover of size 600 x 600 mm made up of 3.15 mm thick MS sheet fixed in angle iron frame of 50 x 50 x 5 mm including hinges & locking arrangement complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge. |
| 15 | Providing and placing filtering media in horizontal layers duly graded , screened, washed and cleaned as specified by the Engineer-in-Charge with in all leads and lifts. |
| 16 | Top layer, Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00). |
| 17 | Second layer, Coarse sand, 3mm - 6mm |
| 18 | Third layer : Bajri 6mm to 20 mm. |
| 19 | Fourth layer : Bajri 20mm to 25 mm |
| 20 | Bottom layer : Broken stone 50mm to 75 mm. |
| 21 | Providing & Laying C C 1:2:4 ( 1 cement 2 sand 4 graded stone aggregate 20 mm nominal size) and curing complete including cost of form work in RCC work ( Cement concrete drain in CC 1:2:4 under the precast slab, size of drain .10 x 0.125 mt.) |
| 22 | Providing laying and placing RCC precast slab size 300 mm x 400 mm x 50 mm in cement concrete 1:2:4 ( 1 cement 2 sand 4 graded stone aggregate 20 mm nominal size and curring complete including cost of steel and form work with in all leads & lifts |
| 23 | Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size with 15% plum and curing complete excluding the cost of form work in retaining wall/ breast wall. The size of plum shall usually be 150mm to 300mm in all respect and as per direction and to the entire satisfaction of Engineer-in-charge. |
| 24 | Boulder filling behind retaining wall under floor complete within all leads and lifts & entire satisfaction or direction of Engineer in charge. |
| 25 | Providing, Laying, jointing, lowering, aligning, fixing, testing and commissioning of G.I. Pipes conforming to IS:1239 (Part-I & Part-II), latest revision, ISI/BIS marked, of specified diameter and class (Light/Medium/Heavy) complete with all specials, G.I. fittings, sockets, bends, tees, reducers, unions, nipples, supports, hangers, nuts, bolts, washers, jointing materials including PTFE tape/hemp and approved jointing compound, cutting, threading, screwing, fabrication, making threaded joints, lowering in position, proper alignment, anchoring, hydraulic pressure testing, flushing, disinfection, trial run and commissioning, including all labour, tools & plants, machinery, loading, unloading, carriage, handling, storage, all leads and lifts, complete in all respects as per CPHEEO Manual, relevant IS Specifications, Departmental Specifications and the directions of the Engineer-in-Charge. |
| 26 | 65 mm dia |
| 27 | 100 mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 01, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysAug 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysTender Documents
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