Tender ID

Himachal

Cancelled

Works

Civil Works - Water Works

Restoration of rain damage GWSS Chebri in Gp Chebri, Tehsil. Sunni, Distt. Shimla

HP Irrigation and Public Health

EE Sunni | Shimla, Himachal Pradesh

Amount: ₹10.0 LCloses: 20 Apr 2026Closed

Timeline

Published11 Apr 2026
Closed20 Apr 2026
Cancelled28 Apr 2026

Cancellation Details

Cancellation of Tender

canellation of tenderdue to minimum bidsReason: Minimum Bids Not ReceivedDocument: cancelled_1.pdf

Published 28 Apr 2026

Tender Value

₹10.0 L

EMD Value

₹20,000

Closing Date

20 Apr 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 Intake Chamber Providing,Laying and Jointing of pipe line

Tender Information

Tender ID

2026_HPIPH_134120_1

Reference Number

SNN-SML-003-740-Tdr-25 413-18 dt 09.4.26

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

90 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)

RequiredITR (.pdf)

RequiredRegistration certificate (.pdf)

Requiredtender fees (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Payable To

EE Suni

EMD Fee Amount

₹20,000

Important Dates

Last Activity

28 Apr 2026

Published

11 Apr 2026

Bid Opening

20 Apr 2026

Download Starts

11 Apr 2026

Download Ends

20 Apr 2026

Submission Starts

11 Apr 2026

Clarification Period

11 Apr 2026 - 20 Apr 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (56 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
2	Descirption	-	-	-	-
3	Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work.	223.08	Cum	-	-
4	Providing and laying cement concrete 1:3:6( 1cement:3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in	-	-	-	-
5	foundation and plinth.	0.34	Cum	-	-
6	Providing and laying cement concrete 1:1½ :3 ( 1cement:1½ sand:3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-	-	-	-	-
7	foundation and plinth.	0.34	Cum	-	-
8	Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.	0.63	Cum	-	-
9	Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to givea fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:-	-	-	-	-
10	Flat surfaces such as soffits of suspended floors, roofs landings and the like	1.44	Sqm	-	-
11	Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.	9.12	Sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.21 MB

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.19 MB

Work Item Documents

FORM6.pdf

Tender Documents • 0.16 MB

FORM-8.pdf

Tender Documents • 0.67 MB

terms.pdf

Tender Documents • 0.10 MB

BOQ_198339.xls

BOQ • 0.28 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Descirption

Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work.

223.08

Cum

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

foundation and plinth.

0.34

Cum

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

foundation and plinth.

0.34

Cum

Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.

0.63

Cum

Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to givea fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:-

Flat surfaces such as soffits of suspended floors, roofs landings and the like

1.44

Sqm

Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.

9.12

Sqm