Himachal

Financial Eval

Works

Civil Works - Roads

Restoration of rain damages on Pali Baragaun road Km 0/00 to 11/00. (PDNA-2023)

Public Works Department

Pali | Mandi, Himachal Pradesh

Amount: ₹9.5 LCloses: 23 Apr 2026Closed

Bids

Percentage

2 Bids19 Jun 2026

#	Company	Amount	Rank	Status
1	L-1₹9.4 LAccepted-Finance HIMACHAL PRADESH HP \| KANGRA \| HIMACHAL PRADESH \| 176204	₹9.4 L	L-1	Accepted-Finance L-1
2	L-2₹9.6 LRejected-Finance	₹9.6 L	L-2	Rejected-Finance L-2

Tender Value

₹9.5 L

EMD Value

₹19,000

Closing Date

23 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 Retaining wall at RD 5/675 to 5/687, Unlined drain from Km 5/00 to 10/00 and U-Shape drain from Km 3/100 to 3/250, 3/650 to 3/800 and 8/150 to 8/300)

Tender Information

Tender ID

2026_PWD_134525_1

Reference Number

PW-MDI(P)Tender-NIT-716-42 dated 10.04.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Period of Work

31 days

Location

Pali

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

₹350

EMD Fee Amount

₹19,000

Important Dates

Last Activity

19 Jun 2026

Published

18 Apr 2026

Bid Opening

23 Apr 2026

Download Starts

18 Apr 2026

Download Ends

23 Apr 2026

Submission Starts

18 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 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount	Item Code
1	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	-	-	BI01010001010000000000000515BI0100001113
2	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 1:4:8 (one cement : four sand : eight 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	-	-	BI01010001010000000000000515BI0100001118
3	Providing concrete for plain/reinforced concrete Grade-M-10 nominal mix 1:3:6 (one cement : three sand : twelve graded,crushed stone aggregate 20mm (twenty millimetre) nominal size) in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge.	-	Per cubic metre	-	-	BI01010001010000000000000515BI0100001122
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	-	-	-
5	Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.	-	Per cubic metre	-	-	BI01010001010000000000000515BI0100001123
6	Construction of unlined suface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25m) as per Technical specification clause 307. Excavated material to be used in embankment at site.materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.	-	Per Running metre	-	-	BI01010001010000000000000515BI0100001125

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.66 MB

Work Item Documents

BOQ_199064.xls

BOQ • 0.33 MB

SBD.pdf

Tender Documents • 5.64 MB

Ready to Participate?

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