Tender ID

Himachal

Cancelled

Works

Civil Works - Roads

Restoration of rain damages on Tandu Mathanuol road Km 0/00 to 4/700. (PDNA-2023)

Public Works Department

Tandu | Mandi, Himachal Pradesh

Amount: ₹15.2 LCloses: 27 Apr 2026Closed

Timeline

Published21 Apr 2026
Closed27 Apr 2026
Cancelled10 Jun 2026

Cancellation Details

Cancellation of Tender

Tender cancelled.Tender cancelled.Reason: No Bids receivedDocument: cancelled_1.PDF

Published 10 Jun 2026

Tender Value

₹15.2 L

EMD Value

₹30,400

Closing Date

27 Apr 2026, 10:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer Mandi Divn.No.I HPPWD at Padhar

Address

Executive Engineer Mandi Divn.No.I HPPWD at Padhar

Work Description

Construction of Breast wall at RD 0/575 to 0/595, 0/640 to 0/650, 0/915 to 0/930, 1/460 to 1/470, 1/900 to 1/915, 3/225 to 3/235, 4/195 to 4/210 and 4/470 to 4/480)

Tender Information

Tender ID

2026_PWD_134824_1

Reference Number

PW-MDI(P)Tender-NIT-1061-95 dated 18.04.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

31 days

Location

Tandu

Source Website

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Eligibility / Pre-Qualification

As per bid documents

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredCopy of online receipt of EMD and Cost of Tender form (.pdf)

RequiredContractors Registration (General Rule No.20) (.pdf)

RequiredGST Registration Document Refer HPPWD-6 16(3) (.pdf)

RequiredWork done certificate in last five years and work in hand detail certi (.pdf)

RequiredAffidavit of machineries Indicated in Sch.F with reference to clause 18 and as per Gen. Rules 24.6 (.pdf)

RequiredHPPWD Form No.7/8 duly signed (General Rule and directions, Schedules A to F) (.pdf)

RequiredAn affidavit that information furnished with the bid is correct in all respect (.pdf)

RequiredAny other information bidders like to provide (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹30,400

Important Dates

Last Activity

10 Jun 2026

Published

21 Apr 2026

Bid Opening

27 Apr 2026

Download Starts

21 Apr 2026

Download Ends

27 Apr 2026

Submission Starts

21 Apr 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 in soil in hilly area in ordinary rock not required blasting by mechanical means for all kinds of soil including cutting and trimming of side slopes and disposing of cut materials with a lift upto 1.5 meter (one point five) and lead upto 20 (twenty meter) as per technical specification clause 1603.2. including carriage of material and other incidental charges complete in all respect as per direction of Engineer-in-Charge.	-	Per cubic metre	-	-
2	Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.	-	Per cubic metre	-	-
3	Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:5:10 (one cement : five sand : Ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.	-	Per cubic metre	-	-
4	Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.	-	Each	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.PDF

pdf • 0.19 MB

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.47 MB

Work Item Documents

SBD.pdf

Tender Documents • 5.64 MB

BOQ_199528.xls

BOQ • 0.33 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in soil in hilly area in ordinary rock not required blasting by mechanical means for all kinds of soil including cutting and trimming of side slopes and disposing of cut materials with a lift upto 1.5 meter (one point five) and lead upto 20 (twenty meter) as per technical specification clause 1603.2. including carriage of material and other incidental charges complete in all respect as per direction of Engineer-in-Charge.

Per cubic metre

Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Per cubic metre

Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:5:10 (one cement : five sand : Ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Per cubic metre

Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Each