Tender ID

Himachal

Technical Eval

Works

Civil Works - Water Works

Restoration of rain damage of GWSS Mandap in GP Karyali Tehsil Sunni Distt Shimla

HP Irrigation and Public Health

EE Sunni | Shimla, Himachal Pradesh

Amount: ₹10.7 LCloses: 27 Mar 2026Closed

Timeline

Published19 Mar 2026
Closed27 Mar 2026
Technical Evaluation27 Mar 2026
Award—

Bids

4 Bids27 Mar 2026

#	Company	Status
1	Bharat Singh Verma Accepted-Technical	Accepted-Technical Accept
2	Lokesh Kumar Accepted-Technical	Accepted-Technical Accept
3	Parmod Kumar Thakur Accepted-Technical VILL JADAINEE HATHNI KI DHATO P O BYCHARI VIA TOTU TEHSIL DISTT SHIMLA HP \| SHIMLA \| HIMACHAL PRADESH \| 171001	Accepted-Technical Accept
4	Sanjay Accepted-Technical	Accepted-Technical Accept

Tender Value

₹10.7 L

EMD Value

₹21,500

Closing Date

27 Mar 2026, 11:00 amClosed

Tender Inviting Organisation

Name

EE JAl Shakti Shimla Rural Division at Sunni

Address

EE JAl Shakti Shimla Rural Division at Sunni

Work Description

C/O RCC Storage tank 20000 Ltrs cap, C/O RCC Intake Chamber and Providing, L J of GI pipes of various dia

Tender Information

Tender ID

2026_HPIPH_131962_1

Reference Number

SNN-SML-003-740-Tdr-25 -61-67dt13.3.26

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

60 days

Location

EE Sunni

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredGST (.pdf)

RequiredPAN (.pdf)

RequiredEMD (.pdf)

Requiredtender fees (.pdf)

RequiredRegistration certificate (.pdf)

RequiredITR (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

EE Suni

EMD Fee Amount

₹21,500

Important Dates

Last Activity

27 Mar 2026

Published

19 Mar 2026

Bid Opening

27 Mar 2026

Download Starts

19 Mar 2026

Download Ends

27 Mar 2026

Submission Starts

19 Mar 2026

Clarification Period

19 Mar 2026 - 27 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
2Description
3Excavation in foundation trenches etc.in earth work,lift up to 1.50 mtrs,stacking the excavated soil not more than 3 mtrs clear from the as of excavation and then returning the excavated soil in 15 cm layer when ewquired into plinths sodes of foundations etc. concolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.
4For Pipeline
5Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:-
6Foundation and Plinth.
7Providing and laying cement concrete 1:1½:3 ( 1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:-
8Foundation and Plinth.
9Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.
10Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring ,shuttering, strutting and propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced concrete work in :
11Flat surfaces such as soffits and suspended floors, roofs , landing and the like:-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.19 MB

Work Item Documents

BOQ_195137.xls

BOQ • 0.28 MB

FORM6.pdf

Tender Documents • 0.16 MB

FORM-8.pdf

Tender Documents • 0.67 MB

terms.pdf

Tender Documents • 0.06 MB

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Company

Bharat Singh Verma

Accepted-Technical

Lokesh Kumar

Accepted-Technical

Parmod Kumar Thakur

Accepted-Technical

VILL JADAINEE HATHNI KI DHATO P O BYCHARI VIA TOTU TEHSIL DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001

Sanjay

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
2Description
3Excavation in foundation trenches etc.in earth work,lift up to 1.50 mtrs,stacking the excavated soil not more than 3 mtrs clear from the as of excavation and then returning the excavated soil in 15 cm layer when ewquired into plinths sodes of foundations etc. concolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.
4For Pipeline
5Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:-
6Foundation and Plinth.
7Providing and laying cement concrete 1:1½:3 ( 1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:-
8Foundation and Plinth.
9Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.
10Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring ,shuttering, strutting and propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced concrete work in :
11Flat surfaces such as soffits and suspended floors, roofs , landing and the like:-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

2Description

3Excavation in foundation trenches etc.in earth work,lift up to 1.50 mtrs,stacking the excavated soil not more than 3 mtrs clear from the as of excavation and then returning the excavated soil in 15 cm layer when ewquired into plinths sodes of foundations etc. concolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.

4For Pipeline

5Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:-

6Foundation and Plinth.

7Providing and laying cement concrete 1:1½:3 ( 1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:-

8Foundation and Plinth.

9Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.

10Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring ,shuttering, strutting and propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced concrete work in :

11Flat surfaces such as soffits and suspended floors, roofs , landing and the like:-