Water Resources and Irrigation Government Departments Closing in 6 days TDR #56661843

Tender For repair renovation Of Lis From Jakhi Khad To G.P Thana, Mandal, Bholar, Jhagtan And Rawin In Tehsil Jubbal Distt. Shimla (H.P) (Sh: Construction Of Reinforced Cement Concrete Storage Tank Of 50000 Ltrs Cap. = 1 No., Retaining Wall/ Edge Wal

Issued by Government Departments · Shimla, Himachal Pradesh
Tender Value
7.51 Lakhs
Estimated cost
Bid Submission
03 Aug 2026
6 days left
EMD
15020
Bank guarantee accepted
Document Fee
350
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 repair renovation Of Lis From Jakhi Khad To G.P Thana, Mandal, Bholar, Jhagtan And Rawin In Tehsil Jubbal Distt. Shimla (H.P) (Sh: Construction Of Reinforced Cement Concrete Storage Tank Of 50000 Ltrs Cap. = 1 No., Retaining Wall/ Edge Wall To Protect The S/Tank And Cutting In Earth Work). (Estimated Cost:- 7,51,028/-, Earnest Money Rs:- 15,020/- Time:- 3 Months.)

BOQ

Name of Work:- R/R of LIS from Jakhi Khad to G.P Thana, Mandal, Bholar, Jhagtan and Rawin in Tehsil Jubbal Distt. Shimla (H.P) (SH: Construction of RCC storage tank of 50000 ltrs cap. = 1 No., retaining wall/ edge wall to protect the S/tank and cutting in earth work). (Estimated Cost:- 7,51,028/-, Earnest Money Rs:- 15,020/- Time:- 3 Months.)
Sl. No. Item Description
1Excavation 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.
2Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge.
3Providing and laying cement concrete 1:1.5:3 (1cement :1.5 Sand: 3 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :
4Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge.
5Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads & lifts as per direction of Engineer - in charge.
6Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :
7Column, pillar & post upto floor two level with in all leads & lifts as per direction of Engineer - in charge.
8Beams, cantilevers, Girders & lintels sides and siffits of beams, hounching cantilever girder not exceeding 1 mtr. Depth.
9Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.
10Providing 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.
11Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforceed concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-
12Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge.
13Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness with in all leads aand lifts as per the direction of the Engineer in Charge.
14Column, pillar & post upto floor two level with in all leads & lifts as per direction of Engineer - in charge.
15Beams, cantilevers, Girders & lintels sides and siffits of beams, hounching cantilever girder not exceeding 1 mtr. Depth.
16Providing 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.
17Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the directions of the Engineer in charge.
18Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification.
19Boulder filling behind R/wall & B/wall within all leads and lifts and as directed by the Engineer-in-charge.
20Providing and fixing of Finolex pipe 50mm dia. In R/Wall including all re-fitting i/e elbowa, sockets etc. with in all leads aand lifts as per the direction of the Engineer in Charge.
21Cutting in earth work and disposal of excavated earth up to a lead of 20 mtr. With in all leads and lifts as per the direction of the Engineer- in- charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56661843
AUTHORITY Government Departments
TENDER VALUE 7.51 Lakhs
LAST DATE 03-08-2026
Authority
Authority Name Irrigation And Public Health Department
Work Description Tender for repair renovation Of Lis From Jakhi Khad To G.P Thana, Mandal, Bholar, Jhagtan And Rawin In Tehsil Jubbal Distt. Shimla (H.P) (Sh: Construction Of Reinforced Cement Concrete Storage Tank Of 50000 Ltrs Cap. = 1 No., Retaining Wall/ Edge Wall To Protect The S/Tank And Cutting In Earth Work). (Estimated Cost:- 7,51,028/-, Earnest Money Rs:- 15,020/- Time:- 3 Months.)
Basic Detail
Tender No JBL-SML-09-718
Bidding Type Tender
Location
City Shimla
State Himachal Pradesh
Key Dates
Publish Date 25 Jul 2026
Submission Date 03 Aug 2026
Open Date 03 Aug 2026
Finance
Tender Value 7.51 Lakhs
Tender Fee 350
EMD 15020
Exemption Not Available
Document List
9b7541ae-7738-4a6e-b974-36cc0981f634.html
BOQ_207478.xls
f6.pdf
f8.pdf
tc.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 25, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 03, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Aug 03, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
html

9b7541ae-7738-4a6e-b974-36cc0981f634.html

xls

BOQ_207478.xls

pdf

f6.pdf

pdf

f8.pdf

pdf

tc.pdf

pdf

Tendernotice_1.pdf

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