Tender ID

Himachal

Technical Eval

Works

Civil Works

Restoration of rain damages to WSS Bhutti in Tehsil and Distt. Kullu

HP Irrigation and Public Health

Bhutti | Kullu, Himachal Pradesh

Amount: ₹1.9 LCloses: 11 Apr 2026Closed

Timeline

Published2 Apr 2026
Closed11 Apr 2026
Technical Evaluation18 Apr 2026
Award—

Bids

3 Bids18 Apr 2026

#	Company	Status
1	Amit sood contractor Accepted-Technical R O RAMSHILLA P O AKHARA BAZAR DISTT KULLU \| SHIMLA \| HIMACHAL PRADESH \| 172001	Accepted-Technical Eligible
2	RAKESH KUMAR PURI CONTRACTOR Accepted-Technical	Accepted-Technical Eligible
3	VIVEK SOOD Accepted-Technical	Accepted-Technical Eligible

Tender Value

₹1.9 L

EMD Value

₹3,900

Closing Date

11 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal SHakti Division Kullu

Work Description

SH repair of outtake strucuture at various points) SDF.2025.1266

Tender Information

Tender ID

2026_HPIPH_133215_1

Reference Number

15021-15071 WSS Bhutti

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

60 days

Location

Bhutti

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredEarnest Money and Cost of tender as per NIT (.pdf)

RequiredCertificate of registration as per NIT (.pdf)

RequiredCopy of PAN No, GST and EPF registration as per NIT (.pdf)

RequiredScanned copy of undertaking that i have carefully studied all the Terms and Condition as per NIT (.pdf)

RequiredThe authorization letter regarding digital signature certificate (DSC) as per NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Payable To

Exdcutive Engineer

EMD Fee Amount

₹3,900

Important Dates

Last Activity

18 Apr 2026

Published

2 Apr 2026

Bid Opening

13 Apr 2026

Download Starts

2 Apr 2026

Download Ends

11 Apr 2026

Submission Starts

2 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (1 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.
2Providing and laying in cement concrete 1:4:8 (1cement 4 sand 8 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts.
3Centring & shuttering including strutting, propping etc. & removal of form for walls (any thickness) including attached pillasters, buttresses, plinth & string courses etc. Complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge.
4Providing & laying reinforcement cement concrete 1:1.5:3(1cement:1/2sand:3graded stone agregate of 20mm nominal size) curing complete excluding cost of from work and reinforcemenr for reinforced concrete work including all leads and lifts.
4.01	Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect.	-	Cum	-	-
5Providing & laying tor steel reinforcement for RCC work including straightening, cutting, bending, placing in position & binding all complete upto or above plinth level of mild steel & medium tensile steel bars all complete as specified & directed by the Engineer-in-charge.
6Providing and fixing steel wire rope 6mm Thick for holding the column assembly and pump set in bore well to avoid falling of assembly and pum set in bore well including comlete arrangement of fastening etc.complete in all respect as per the direction of Engineer-In.Charge.
7Providing and fixing double flanged 65 mm dia Cast iron sluice valve Class-I IS: 780-1984 of Kirloskar/Leader/Pelican make for the pipe line capable to withstanding normal seat pressure including cutting, welding, providing and fixing rubber/asbestos sheet of maximum thickness 3mm as per IS: 2712-1979 and providing and fixing MS nuts and bolts in required number including carriage of material in all leads and lilfts.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

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 • 0.35 MB

Work Item Documents

FORMSIX.pdf

Tender Documents • 0.22 MB

FORMEIGHT.pdf

Tender Documents • 0.59 MB

BOQ_197009.xls

BOQ • 0.25 MB

TERMANDCONDITION.pdf

Tender Documents • 0.35 MB

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Company

Amit sood contractor

Accepted-Technical

R O RAMSHILLA P O AKHARA BAZAR DISTT KULLU | SHIMLA | HIMACHAL PRADESH | 172001

RAKESH KUMAR PURI CONTRACTOR

Accepted-Technical

VIVEK SOOD

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.
2Providing and laying in cement concrete 1:4:8 (1cement 4 sand 8 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts.
3Centring & shuttering including strutting, propping etc. & removal of form for walls (any thickness) including attached pillasters, buttresses, plinth & string courses etc. Complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge.
4Providing & laying reinforcement cement concrete 1:1.5:3(1cement:1/2sand:3graded stone agregate of 20mm nominal size) curing complete excluding cost of from work and reinforcemenr for reinforced concrete work including all leads and lifts.
4.01	Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect.	-	Cum	-	-
5Providing & laying tor steel reinforcement for RCC work including straightening, cutting, bending, placing in position & binding all complete upto or above plinth level of mild steel & medium tensile steel bars all complete as specified & directed by the Engineer-in-charge.
6Providing and fixing steel wire rope 6mm Thick for holding the column assembly and pump set in bore well to avoid falling of assembly and pum set in bore well including comlete arrangement of fastening etc.complete in all respect as per the direction of Engineer-In.Charge.
7Providing and fixing double flanged 65 mm dia Cast iron sluice valve Class-I IS: 780-1984 of Kirloskar/Leader/Pelican make for the pipe line capable to withstanding normal seat pressure including cutting, welding, providing and fixing rubber/asbestos sheet of maximum thickness 3mm as per IS: 2712-1979 and providing and fixing MS nuts and bolts in required number including carriage of material in all leads and lilfts.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.

2Providing and laying in cement concrete 1:4:8 (1cement 4 sand 8 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts.

3Centring & shuttering including strutting, propping etc. & removal of form for walls (any thickness) including attached pillasters, buttresses, plinth & string courses etc. Complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge.

4Providing & laying reinforcement cement concrete 1:1.5:3(1cement:1/2sand:3graded stone agregate of 20mm nominal size) curing complete excluding cost of from work and reinforcemenr for reinforced concrete work including all leads and lifts.

4.01

Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect.

Cum

5Providing & laying tor steel reinforcement for RCC work including straightening, cutting, bending, placing in position & binding all complete upto or above plinth level of mild steel & medium tensile steel bars all complete as specified & directed by the Engineer-in-charge.

6Providing and fixing steel wire rope 6mm Thick for holding the column assembly and pump set in bore well to avoid falling of assembly and pum set in bore well including comlete arrangement of fastening etc.complete in all respect as per the direction of Engineer-In.Charge.

7Providing and fixing double flanged 65 mm dia Cast iron sluice valve Class-I IS: 780-1984 of Kirloskar/Leader/Pelican make for the pipe line capable to withstanding normal seat pressure including cutting, welding, providing and fixing rubber/asbestos sheet of maximum thickness 3mm as per IS: 2712-1979 and providing and fixing MS nuts and bolts in required number including carriage of material in all leads and lilfts.