Tender ID

Himachal

Cancelled

Works

Civil Works - Roads

Restoration of rain damages on Shingari Babli Chhahri road Km 0/00 to 5/00. (PDNA-2023)

Public Works Department

Shingari | Mandi, Himachal Pradesh

Amount: ₹9.5 LCloses: 10 Mar 2026Closed

Timeline

Published4 Mar 2026
Closed10 Mar 2026
Cancelled1 Sept 2026

Bids

1 Bid1 Sept 2026

#	Company	Status
1	LALIT SHARMA Admitted-Fee/PreQual/Technical VILL BHATWARI PO KOT KHAMRADHA TEHSIL AUT DISTT MANDI H P \| MANDI \| HIMACHAL PRADESH	Admitted-Fee/PreQual/Technical

Cancellation Details

Cancellation of Tender

Tender cancelled.Tender cancelled.Reason: Minimum Bids Not ReceivedDocument: cancelled_1.PDF

Published 1 Sept 2026

Tender Value

₹9.5 L

EMD Value

₹19,000

Closing Date

10 Mar 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

Providing and laying Patch work and Construction of Unlined drain from 0/00 to 5/00)

Tender Information

Tender ID

2026_PWD_130401_1

Reference Number

PW-MDI(P)Tender-NIT-17929-64 dated 28.02.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

31 days

Location

Shingari

Source Website

Subscribe to view

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 certificate (.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

1 Sept 2026

Published

4 Mar 2026

Bid Opening

10 Mar 2026

Download Starts

4 Mar 2026

Download Ends

10 Mar 2026

Submission Starts

4 Mar 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 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Providing, laying, spreading and compacting stone aggregates by manual means of 53mm to 22.4mm (fifty three millimetre to twenty two point four millimetre) sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN (eighty-one hundred kilo newton) static roller in stages to proper grade and camber applying and brooming stone screenings/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-3 (three) as per Technical Specification clause 405 complete including carriage of material with in all leads and lifts and other incidental complete as per direction of Engineer-in-Charge.	27.49	Per cubic metre	2,389.1	₹65,676.36
2	Repair of pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20mm (twenty millimetre) thick premix carpet and seal coat type-B specification Clause 1904.2, 503 and 508.1 including carriage of material with in all leads and lifts and other incidental complete as per direction of Engineer-in-Charge.	2,378.33	Per square metre	337.3	₹8,02,210.71
3	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.	1,700	Per Running metre	46.9	₹79,730

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Cancellation Documents

cancelled_1.PDF

pdf • 0.08 MB

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 • 0.72 MB

Work Item Documents

BOQ_192805.xls

BOQ • 0.33 MB

SBD.pdf

Tender Documents • 5.64 MB

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Company

LALIT SHARMA

Admitted-Fee/PreQual/Technical

VILL BHATWARI PO KOT KHAMRADHA TEHSIL AUT DISTT MANDI H P | MANDI | HIMACHAL PRADESH

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Providing, laying, spreading and compacting stone aggregates by manual means of 53mm to 22.4mm (fifty three millimetre to twenty two point four millimetre) sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN (eighty-one hundred kilo newton) static roller in stages to proper grade and camber applying and brooming stone screenings/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-3 (three) as per Technical Specification clause 405 complete including carriage of material with in all leads and lifts and other incidental complete as per direction of Engineer-in-Charge.

27.49

Per cubic metre

2,389.1

₹65,676.36

Repair of pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20mm (twenty millimetre) thick premix carpet and seal coat type-B specification Clause 1904.2, 503 and 508.1 including carriage of material with in all leads and lifts and other incidental complete as per direction of Engineer-in-Charge.

2,378.33

Per square metre

337.3

₹8,02,210.71

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.

1,700

Per Running metre

46.9

₹79,730