Himachal

Technical Eval

Works

Civil Works

Restoration of rain damages of Jhanikar to Palahal kuan via Kohlwin road Km. 0/00 to 2/450

Public Works Department

Tauni Devi | Hamirpur, Himachal Pradesh

Amount: ₹2.0 LCloses: 8 Sept 2026Closed

Timeline

Published2 Sept 2026
Closed8 Sept 2026
Technical Evaluation16 Sept 2026
Award—

Bids

2 Bids16 Sept 2026

#	Company	Status
1	SATPAL SHARMA Accepted-Technical	Accepted-Technical Accepted
2	VINOD KUMAR GOVT CONT Accepted-Technical	Accepted-Technical Accepted

Tender Value

₹2.0 L

EMD Value

₹3,900

Closing Date

8 Sept 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer Tauni Devi Division HPPWD Tauni Devi

Work Description

C/o R/wall at RD 2/360 to 2/365)

Tender Information

Tender ID

2026_PWD_142497_11

Reference Number

5504-5563dated 25.08.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

60 days

Location

Tauni Devi

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

15 documents required · 15 mandatory

Fee/PreQual/Technical

RequiredCost of online receipt of EMD and Cost of tender from. (.pdf)

RequiredThe valid enlistment / registration of contractor in appropriate Class. (.pdf)

RequiredGST No. with latest clearance return, EPF No. with latest clearance return, Labour License, PAN Card (.pdf)

RequiredSimilar nature Work Done certificate as per SBD General Rules and Directions 26.2b (Only Completed W (.pdf)

RequiredList of Staff and Machinery along with ownership proof i.e. RCs and bill copies as per SBD (.pdf)

RequiredAffidavit regarding no near relative working in HPPWD department att. by 1st Class Magistrate/ nota (.pdf)

RequiredAffidavit that information furnished (with work name) is correct in all attested by 1st Class Ma (.pdf)

RequiredAn Affidavit that the contractor has not more than two work in hand (General Rule No. 26.1) (.pdf)

RequiredWork in hand certificate countersigned by the Engineer-in- Charge not below the rank of Exe.Engin. (.pdf)

RequiredForm 7 and 8 duly signed are necessary required (All uploaded Affidavit required with name of work) (.pdf)

Requiredspecimen signature of contractor/sole proprietor of firm, three times on blank paper (.pdf)

RequiredUndertaking regarding all the conditions and clauses of S.B.D. by the bidders. (.pdf)

Finance

RequiredNIT (.pdf)

RequiredSBD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹3,900

Important Dates

Last Activity

16 Sept 2026

Published

2 Sept 2026

Bid Opening

9 Sept 2026

Download Starts

2 Sept 2026

Download Ends

8 Sept 2026

Submission Starts

2 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m(one point five metre) in width or 10 sqm( ten square metre on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, (one point five metre) including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.(fifty metre) as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lifts and other incidentals.	-	Per Cubic metre	290.15	-
2	Providing and laying cement concrete in retaining walls,return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills,fillets, sunken floor etc., up to floor any level, including the cost of centering, shuttering and finishing: 1:5:10 (one cement : five coarse sand) : ten graded stone aggregate 40 mm (forty millimeters nominal size). as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.	-	Per Cubic metre	4,300	-
3	Providing weep holes in brick/stone masonry/ plain/ reinforced concrete abutment, wing walls, return walls, retaining walls and breast wall with 110mm( one hundred ten millimeter) dia PVC pipe De-plast/finolex/ vectus pipe having pressure 4kg.per centimeter square. (four kilograme per centimeter square ) extending through the full width of the structures with slopes of I(V): 20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 as per direction of Engineer- in -Charge, including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.	-	Each	278	-
4	Backfilling Granular material behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8, and as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.	-	Per Cubic metre	750	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.53 MB

Work Item Documents

Job12.pdf

Tender Documents • 3.36 MB

BOQ_211757.xls

BOQ • 0.28 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

SATPAL SHARMA

Accepted-Technical

VINOD KUMAR GOVT CONT

Accepted-Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m(one point five metre) in width or 10 sqm( ten square metre on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, (one point five metre) including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.(fifty metre) as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lifts and other incidentals.

Per Cubic metre

290.15

Providing and laying cement concrete in retaining walls,return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills,fillets, sunken floor etc., up to floor any level, including the cost of centering, shuttering and finishing: 1:5:10 (one cement : five coarse sand) : ten graded stone aggregate 40 mm (forty millimeters nominal size). as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Per Cubic metre

4,300

Providing weep holes in brick/stone masonry/ plain/ reinforced concrete abutment, wing walls, return walls, retaining walls and breast wall with 110mm( one hundred ten millimeter) dia PVC pipe De-plast/finolex/ vectus pipe having pressure 4kg.per centimeter square. (four kilograme per centimeter square ) extending through the full width of the structures with slopes of I(V): 20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 as per direction of Engineer- in -Charge, including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Each

278

Backfilling Granular material behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8, and as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidents.The rates are inclusive octrol, royality, Malkana,toll tax, GST or other taxes imposed by the Government.

Per Cubic metre

750