Water Resources and Irrigation Government Departments Closing in 2 days TDR #58142042

Tender For Restoration Of Rain Damages To Lwss Khaljog Teer Chakdiyal In G.P.Chamiyana Tehsil And Distt. Shimla. Hp.(Sh:- Construction of Reinforced Cement Concrete Nallah Intake, Feeder Pipe Line,Gi Pipe Distribution System, Replacement Of Filter Me

Issued by Government Departments · Shimla, Himachal Pradesh
Tender Value
15.03 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
2 days left
EMD
30100
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Shimla → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Restoration Of Rain Damages To Lwss Khaljog Teer Chakdiyal In G.P.Chamiyana Tehsil And Distt. Shimla. Hp.(Sh:- Construction of Reinforced Cement Concrete Nallah Intake, Feeder Pipe Line,Gi Pipe Distribution System, Replacement Of Filter Media, Repair Of Pump House Etc. ) Under Pdna.2023. (Job No.I)

BOQ

Name of Work:- Restoration of rain damages to LWSS Khaljog Teer Chakdiyal in G.P.Chamiyana Tehsil and Distt. Shimla. HP.(SH:- C/O RCC nallah intake, feeder pipe line,GI pipe distribution system, replacement of filter media, repair of pump house etc. ) under PDNA.2023. (Job No.I)
Sl. No. Item Description
1Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge.
2Excavation in drains and channels etc. in earth work for pipes upto all depth in all classification of earth work such as pick work, jumper work, saturated soil i/c balling or pumping out water , blasting soft /hard rock or chiseling soft/ hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming and dressing of sides, levelling of beds to correct grade including shoring /struting, planking, timbering and dewatering wherever required stacking the useable /unusable material/soil seperately and after laying,jointing and testing of pipes ,returning the useable soil in treches in 15 cm layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion for traffic, night signals, fixing caution boards,crossing over trenches for access to houses, fencing etc. complete in all respect whithin all leads and lifts as per direction of the Engineer-in-charge.
3Providing and laying cement concrete 1:6:12(1cement: 6sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.
4Providing and laying cement concrete work 1:11/2: 3(M20) (1cement:1 1/2sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.
5Foundations footings, bases of columns and the like and mass concrete.
6Walls (any thickness) but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.
7Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level.
8Providing 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 , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
9Foundations footings, basis of columns and the like and mass concrete.
10Vertical surfaces such as walls (any thickness) ,partitions and the like including attached pillasters,buttresses, plinth and string courses and the like.
11Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness.
12Edges of slabs and breaks in Floor and walls :- Under 20cm wide.
13Providing Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) Tor steel.
14Providing, Laying and jointing in trenches,galvanised mild steel tubes (Light grade)confirming to IS-1239 (Part-I) 2004 i/c tube fittings such as Tee, elbow, union & nipple.(earth work in trenches to be measured and paid for separately)i/c all leads and lifts complete in all respect
1580 mm dia nominal bore.
1650 mm dia nominal bore.
1740 mm dia nominal bore.
1820 mm dia nominal bore.
1915 mm dia nominal bore.
20Providing and fixing brass full way valve with wheel of superior quality including all leads and lifts In :-
2180 mm dia nominal bore.
22Removal of filter media from filter beds duly graded screened, washed and cleaned complete in all respect as specified by the Engineer-in-charge.
23White washing with lime on decorated wall surfaces one coat to give an even shade including thoroughly brooming the surface to remove all dirt, dust , mortar drops and loose scale of lime wash and other foreign matter as per the direction of Engineer-in-charge including all leads and lifts.
24Providing and placing in horizontal layer filtering media duly graded ,screened, washed and cleaned as specified by the Engineer-in-charge. i/c all leads and lifts.
25I. Top layer:- Fine sand (Eff.size 0.20mm to 0.40mm and uniformity-co- efficient 2.00 to 3.00).
26II. Second layer:- Coarse sand 3mm to 6mm.
27Placing and washing of old filter media after taking 80% serviceable as specified by the Engineer-in-charge including all leads and lifts.
28III.Third layer:- Bajri 6mm to 20mm.
29IV. Fourth layer:- Bajri 20mm to 25mm.
30V. Bottom layer:- Broken stone 50mm to 75mm size.
3115mm cement plaster in single coat on fair side on brick/concrete/stone walls for interior plastering upto floor two level including arrises, internal rounding angles, chambers and or rounded angles not exceeding 80mm in girth and finished even and smooth:- Cement mortor 1:4
32Applying priming coat over new wood and other wood based surfaces after and including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter as per the direction of the Engineer-in-charge including all leads and lifts.
33Painting two coats excluding priming coat on new wood and other wood based surfafes, with ready mixed paint brushing to give an even shade including cleaning of all dirt dust and other foreign matter, sand papering and stopping as per the direction of the Engineer-in-charge including all leads and lifts.- With ready mixed paint other than white.
34Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete in all respect.
35Distempering two coats with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and i/c a priming coat with distempering primer of approved brand and manufacturem after thoroughly brushing the surface free from mortor dropping and other foreign matter and also i/c preparing the surface even and sand papered smooth.Priming coat with distemper primer with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58142042
AUTHORITY Government Departments
TENDER VALUE 15.03 Lakhs
LAST DATE 30-10-2026
Authority
Authority Name Irrigation And Public Health Department
Work Description Tender for Restoration Of Rain Damages To Lwss Khaljog Teer Chakdiyal In G.P.Chamiyana Tehsil And Distt. Shimla. Hp.(Sh:- Construction of Reinforced Cement Concrete Nallah Intake, Feeder Pipe Line,Gi Pipe Distribution System, Replacement Of Filter Media, Repair Of Pump House Etc. ) Under Pdna.2023. (Job No.I)
Basic Detail
Tender No Kasumpti/Shimla/LWSS Khaljog/ RS. 15.03
Bidding Type Tender
Location
City Shimla
State Himachal Pradesh
Key Dates
Publish Date 21 Oct 2026
Submission Date 30 Oct 2026
Open Date 31 Oct 2026
Finance
Tender Value 15.03 Lakhs
Tender Fee 500
EMD 30100
Exemption Not Available
Document List
7025b6dc-f011-416f-8d0a-4e2282807721.html
BOQ_217175.xls
form8.pdf
NIT.pdf
Tendernotice_1.pdf
Terms.pdf

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Tender Timeline

Oct 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Oct 31, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
html

7025b6dc-f011-416f-8d0a-4e2282807721.html

xls

BOQ_217175.xls

pdf

form8.pdf

pdf

NIT.pdf

pdf

Tendernotice_1.pdf

pdf

Terms.pdf

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