Himachal

To Be Opened

Works

Civil Works

Restoration of Rain Damages to LIS Bhadeuli pachue in Tehsil Bhunter Distt. Kullu (3652)

HP Irrigation and Public Health

Bajaura | Kullu, Himachal Pradesh

Amount: ₹1.4 LCloses: 27 Apr 2026Closed

Timeline

Published20 Apr 2026
Closed27 Apr 2026
Bid Opening27 Apr 2026

Tender Value

₹1.4 L

EMD Value

₹2,740

Closing Date

27 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

EE Jal Shakti Division Larji

Address

EE Jal Shakti Division Larji

Work Description

(SH- C/O Drain Channel ,sanitary fitting for toilets ,c/o septic tank and Providing and laying ,Jointing and testing HDPE pipe 75 mm dia ,140 mm dia of Joints of old pipe various Distriution system)

Tender Information

Tender ID

2026_HPIPH_134735_1

Reference Number

EE Larji NIT NO-1352-4151 dated 20.04.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Bajaura

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredAll Documents as per NIT Uploaded Terms and conditions (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Payable To

EE Jal Shakti Division Larji

EMD Fee Amount

₹2,740

Important Dates

Last Activity

20 Apr 2026

Published

20 Apr 2026

Bid Opening

27 Apr 2026

Download Starts

20 Apr 2026

Download Ends

27 Apr 2026

Submission Starts

20 Apr 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation 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.
2P/LCEMENT CONCRETE 1:4:8 (1CEMENT : 4 SAND : 8 GRADED STONE AGGRREGATE 40mm NOMINAL SIZE) & CURING COMPLETE IN FOUNDATION & PLINTH within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.
3Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-
3.01	I) Foundation and plinth within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.	-	Cum	-	-
3.02	ii) 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 within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.	-	Cum	-	-
4Providing form work of steel plates so as to give a rough 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:-
4.01	Ii) Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.	-	Sqm	-	-
5Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.
6PROVIDING & LAYING IN POSITION CEMENT CONCRETE 1:3:6 (1 CEMENT:3 COARSE SAND:6 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE) EXCLUDING THE COST OF CENTRING & SHUTTERING IN ALL WORKS UPTO PLINTH LEVEL within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.
720 MM CEMENT PLASTER OF CEMENT MORTAR 1:4 (1 CEMENT: 4 FINE SAND) COMPLETE IN ALL RESPECT WITHIN ALL LEADS & LIFTS AS PER THE DIRECTION & TO THE ENTIRE SATISFACTION 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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.53 MB

Work Item Documents

BOQ_199397.xls

BOQ • 0.36 MB

Terms.pdf

Tender Documents • 0.27 MB

Form8.pdf

Tender Documents • 1.43 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation 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.
2P/LCEMENT CONCRETE 1:4:8 (1CEMENT : 4 SAND : 8 GRADED STONE AGGRREGATE 40mm NOMINAL SIZE) & CURING COMPLETE IN FOUNDATION & PLINTH within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.
3Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-
3.01	I) Foundation and plinth within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.	-	Cum	-	-
3.02	ii) 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 within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.	-	Cum	-	-
4Providing form work of steel plates so as to give a rough 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:-
4.01	Ii) Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.	-	Sqm	-	-
5Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.
6PROVIDING & LAYING IN POSITION CEMENT CONCRETE 1:3:6 (1 CEMENT:3 COARSE SAND:6 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE) EXCLUDING THE COST OF CENTRING & SHUTTERING IN ALL WORKS UPTO PLINTH LEVEL within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.
720 MM CEMENT PLASTER OF CEMENT MORTAR 1:4 (1 CEMENT: 4 FINE SAND) COMPLETE IN ALL RESPECT WITHIN ALL LEADS & LIFTS AS PER THE DIRECTION & TO THE ENTIRE SATISFACTION OF THE ENGINEER-IN-CHARGE.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation 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.

2P/LCEMENT CONCRETE 1:4:8 (1CEMENT : 4 SAND : 8 GRADED STONE AGGRREGATE 40mm NOMINAL SIZE) & CURING COMPLETE IN FOUNDATION & PLINTH within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.

3Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-

3.01

I) Foundation and plinth within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.

Cum

3.02

ii) 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 within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.

Cum

4Providing form work of steel plates so as to give a rough 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:-

4.01

Ii) Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.

Sqm

5Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.

6PROVIDING & LAYING IN POSITION CEMENT CONCRETE 1:3:6 (1 CEMENT:3 COARSE SAND:6 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE) EXCLUDING THE COST OF CENTRING & SHUTTERING IN ALL WORKS UPTO PLINTH LEVEL within all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.

720 MM CEMENT PLASTER OF CEMENT MORTAR 1:4 (1 CEMENT: 4 FINE SAND) COMPLETE IN ALL RESPECT WITHIN ALL LEADS & LIFTS AS PER THE DIRECTION & TO THE ENTIRE SATISFACTION OF THE ENGINEER-IN-CHARGE.