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Providing LWSS Lift water supply scheme from Bedar Nallah to village Dharonk Bhog Bedar and its surrounding areas in GP Prem Nagar Tehsil Kotkhai Distt Shimla HP SH Site development Construction of intake 1 No RCC Sedimentation tank of 15000 ltrs ca

HP Irrigation and Public Health

Kotkhai | Shimla, Himachal Pradesh

Amount: ₹1.4 CrCloses: 19 Oct 2026

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Timeline

Published9 Oct 2026
Closes19 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹1.4 Cr

EMD Value

₹2.2 L

Closing Date

19 Oct 2026, 11:00 am

Tender Inviting Organisation

Name

Executive Engineer

Address

JSV Division Jubbal

Work Description

Providing LWSS Lift water supply scheme from Bedar Nallah to village Dharonk Bhog Bedar and its surrounding areas in GP Prem Nagar Tehsil Kotkhai Distt Shimla HP SH Site development Construction of intake 1 No RCC Sedimentation tank of 15000 ltrs ca

Tender Information

Tender ID

2026_HPIPH_145514_1

Reference Number

JBL-SML-09-718

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

365 days

Location

Kotkhai

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical

RequiredCost of form through e-payment or through offline mode (.pdf)

RequiredEarnest Money through e-payment. or though offline mode (.pdf)

Requiredlatest Valid certificate of enlistment (.pdf)

RequiredPAN GST EPF and ITR (.pdf)

RequiredAffidavit that bidder has carefully studied all the terms and conditions of tender (.pdf)

RequiredAffidavit that no near relative of te bidder is working in JSV Department (.pdf)

RequiredAffidavit that bidder is not black listed by any of Division by JSV Department (.pdf)

RequiredThe characteristic curves of the pumping equipment shall be supplied with the offer (.pdf)

RequiredThe copy of supply order/indent to the consignee should also accompany the dealership certificate (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

Tender Fee Payable To

EE Dodrakawar

EMD Fee Amount

₹2.2 L

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

9 Oct 2026

Download Ends

19 Oct 2026

Submission Starts

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (125 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Cutting 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.	309.1	Cum.	470.77	₹1,45,515.01
2	Excavation 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.	4,742.72	Cum.	679.39	₹32,22,156.54
3	Providing 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.	38.48	Cum.	10,212.85	₹3,92,990.47
4Providing and laying cement concrete 1:1.5:3 (1cement :1.5Sand: 3 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:-
4.01	Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge.	27.79	Cum.	11,832.22	₹3,28,817.39
4.02	Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge.	45.34	Cum.	11,925.43	₹5,40,699
4.03	Column, pillar & post upto floor two level with in all leads & lifts as per direction of Engineer - in charge.	5.75	Cum.	12,837.54	₹73,815.86
4.04	Suspended 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.	3.51	Cum.	11,433.88	₹40,132.92
5	Providing and laying (porus) No fine cincrete 1:4 (1 cement: 4 graded stone agg. 40mm) and above and curing complete with weep holes or porus etc. with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge.	0.29	Cum.	9,209.18	₹2,670.66
6Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge.

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 • 1.01 MB

Work Item Documents

f8.pdf

Tender Documents • 0.71 MB

tc.pdf

Tender Documents • 2.06 MB

BOQ_216760.xls

BOQ • 0.43 MB

f6.pdf

Tender Documents • 0.15 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Cutting 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.

309.1

Cum.

470.77

₹1,45,515.01

Excavation 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.

4,742.72

Cum.

679.39

₹32,22,156.54

Providing 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.

38.48

Cum.

10,212.85

₹3,92,990.47

4Providing and laying cement concrete 1:1.5:3 (1cement :1.5Sand: 3 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:-

4.01

Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge.

27.79

Cum.

11,832.22

₹3,28,817.39

4.02

Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge.

45.34

Cum.

11,925.43

₹5,40,699

4.03

Column, pillar & post upto floor two level with in all leads & lifts as per direction of Engineer - in charge.

5.75

Cum.

12,837.54

₹73,815.86

4.04

Suspended 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.

3.51

Cum.

11,433.88

₹40,132.92

Providing and laying (porus) No fine cincrete 1:4 (1 cement: 4 graded stone agg. 40mm) and above and curing complete with weep holes or porus etc. with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge.

0.29

Cum.

9,209.18

₹2,670.66

6Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge.