Tender ID

Himachal

Active

Works

Civil Works

Restoration of rain damages of GWSS Bassi Salar in Tehsil Baddi District Solan (HP)

HP Irrigation and Public Health

Sai | Solan, Himachal Pradesh

Amount: ₹10.9 LCloses: 12 Nov 2026Due tomorrow

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Timeline

Published2 Nov 2026
Closes12 Nov 2026
Bid Opening12 Nov 2026

Tender Value

₹10.9 L

EMD Value

₹21,835

Closing Date

12 Nov 2026, 11:00 amDue tomorrow

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division, Baddi District Solan (HP)

Work Description

(SH Provision of Storage tank 50000 Liters capacity at village Upper Bassi Salar) Deposit Work.

Tender Information

Tender ID

2026_HPIPH_147151_1

Reference Number

NIT No. 23878-977 dated 02-11-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Sai

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredScanned copy of registration or thereof renewal in appropriate class of HP JSV (As per NIT) (.pdf)

RequiredDownloaded copy of Earnest Money and cost of tender form (As per NIT) (.pdf)

RequiredScanned copy of PAN and latest Income Tax Return (As per NIT) (.pdf)

RequiredScanned copy of GST, EPF, ESI registration (As per NIT) (.pdf)

RequiredScanned copy of undertaking term and conditions, DSC and joint venture not allowed (As per NIT) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹21,835

Important Dates

Last Activity

2 Nov 2026

Published

2 Nov 2026

Bid Opening

12 Nov 2026

Download Starts

2 Nov 2026

Download Ends

12 Nov 2026

Submission Starts

2 Nov 2026

Clarification Period

2 Nov 2026 - 11 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundations,trenches etc.in earth work,lift upto 1.50 mtrs.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 in to plinths, sides of foundations etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 mtrs in pick and jumper work 50% each.	1,557.86	Cum	-	-
2	Providing and laying cement concnrete 1:4:8(1cement:4approved sand:8 approved quarry stone aggregate 40mm nominal size) and curing complelte excluding cost of form work in foundation and plinth including carriage of material within all leads and lifts.	9.54	Cum	-	-
3Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring. shuttering. strutting and propping etc with wooden battens and ballies. height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu-reinforced concrete and plain concrete work including carriage of materials within all leads and lifts complete in all respect.
3.01	Flat surfaces such as soffitts of suspended floors etc.	63.59	Sqm	-	-
3.02	Vertical surfaces such as wall of any thickness partitions and i/c blister plinth and string courses and like in all leads and lifts.	84.78	Sqm	-	-
4P/Lof Cement concrete 1:1.5:3 ( 1cement:1.5sand:3 stone aggregate 20 mm nominal size) & curing complrte excluding cost of form work including carriage of material within all leads and lifts.
4.01	Flat surfaces such as soffitts of suspended floors etc.	9.54	Cum	-	-
4.02	Vertical surfaces such as wall of any thickness partitions and i/c blister plinth and string courses and like in all leads and lifts.	12.66	Cum	-	-
5	Tor steel reinforcement for RCC work i/c carriage of material within all leads and lifts.	1,554.05	Kg	-	-
6Laying jointing and testing in trenches galavanised mild stel tube of following dia (L grade) and grade conforming to BIS 1239( with latest ammendments up to date ) as per classification of pipe as specified below . The laying of pipe shall confirm to BIS 5822(with latest ammendment up to date ) all kind of specials such as bends of all degrees made from parent tube , short peices tail peices all made from parent tube with in all leads and lifts( earth work in trenches to be measured and paid for seperately.

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.93 MB

Work Item Documents

Form-6.pdf

Tender Documents • 1.28 MB

Form-8.pdf

Tender Documents • 1.23 MB

TandC.pdf

Tender Documents • 0.68 MB

BOQ_219628.xls

BOQ • 1.83 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundations,trenches etc.in earth work,lift upto 1.50 mtrs.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 in to plinths, sides of foundations etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 mtrs in pick and jumper work 50% each.

1,557.86

Cum

Providing and laying cement concnrete 1:4:8(1cement:4approved sand:8 approved quarry stone aggregate 40mm nominal size) and curing complelte excluding cost of form work in foundation and plinth including carriage of material within all leads and lifts.

9.54

Cum

3Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring. shuttering. strutting and propping etc with wooden battens and ballies. height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu-reinforced concrete and plain concrete work including carriage of materials within all leads and lifts complete in all respect.

3.01

Flat surfaces such as soffitts of suspended floors etc.

63.59

Sqm

3.02

Vertical surfaces such as wall of any thickness partitions and i/c blister plinth and string courses and like in all leads and lifts.

84.78

Sqm

4P/Lof Cement concrete 1:1.5:3 ( 1cement:1.5sand:3 stone aggregate 20 mm nominal size) & curing complrte excluding cost of form work including carriage of material within all leads and lifts.

4.01

Flat surfaces such as soffitts of suspended floors etc.

9.54

Cum

4.02

Vertical surfaces such as wall of any thickness partitions and i/c blister plinth and string courses and like in all leads and lifts.

12.66

Cum

Tor steel reinforcement for RCC work i/c carriage of material within all leads and lifts.

1,554.05

6Laying jointing and testing in trenches galavanised mild stel tube of following dia (L grade) and grade conforming to BIS 1239( with latest ammendments up to date ) as per classification of pipe as specified below . The laying of pipe shall confirm to BIS 5822(with latest ammendment up to date ) all kind of specials such as bends of all degrees made from parent tube , short peices tail peices all made from parent tube with in all leads and lifts( earth work in trenches to be measured and paid for seperately.