Himachal

Financial Eval

Works

Civil Works

Restoration of rain damages on Sain Gujra ra Ropru road KM. 0/00 to 14/00 (SH- Construction of wire crate Retaining wall with PCC Toe wall at RD 10/500 to 10/527) to restore the road connectivity.

Public Works Department

EE MANDI-II, HPPWD MANDI | Mandi, Himachal Pradesh

Amount: ₹34.0 LCloses: 27 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed27 Mar 2026
Technical Evaluation2 Apr 2026
Financial Evaluation7 Apr 2026
Award—

Bids

Percentage

6 Bids7 Apr 2026

#	Company	Amount	Rank	Status
1	Girdhari Lal 1₹23.4 LAccepted-Finance CONTR VILL MATLA PO ROPA TEHSIL SAINJ DISTT KULLU HP	₹23.4 L	1	Accepted-Finance 1
2	Azad Gumra 2₹33.9 L+₹10.5 L (45.0%)Rejected-Finance V P O SAMRAHAN TEHSIL KOTLI DISTT MANDI HIMACHAL PRADESH	₹33.9 L+₹10.5 L (45.0%)	2	Rejected-Finance 2
3	MANOJ KUMAR 3₹34.3 L+₹10.9 L (46.6%)Rejected-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB	₹34.3 L+₹10.9 L (46.6%)	3	Rejected-Finance 3
4	MAHESH KUMAR Rejected-Technical V P O BARI GUMANUTEH SADAR DISTRICT MANDI H P	-	-	Rejected-Technical Non Responsive
5	RAKESH KUMAR Rejected-Technical GROUND FLOOR THAKUR COMPLEX BASANTPUR \| BASANTPUR \| SHIMLA \| HIMACHAL PRADESH \| 171018	-	-	Rejected-Technical Non Responsive

Tender Value

₹34.0 L

EMD Value

₹68,000

Closing Date

27 Mar 2026, 11:00 amClosed

Tender Inviting Organisation

Name

EE MANDI-II,HPPWD MANDI

Address

Work Description

Restoration of rain damages on Sain Gujra ra Ropru road KM. 0/00 to 14/00 (SH- Construction of wire crate Retaining wall with PCC Toe wall at RD 10/500 to 10/527) to restore the road connectivity.

Tender Information

Tender ID

2026_PWD_132038_6

Reference Number

MDII

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

30 days

Location

EE MANDI-II, HPPWD MANDI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredCost of tender Form (Indicated in Schedule F), Earnest money (.pdf)

RequiredContractor Registration(General Rule No.23, (.pdf)

RequiredCopy of PAN Card ,GST(General Rule No.21) (.pdf)

RequiredForm No. 7/8 duly signed (General Rule No.26.7), (.pdf)

RequiredAs per work List of machinery, tool, plants and equipment (.pdf)

RequiredAffidavit regarding all the Information furnished with the bid are correct, (.pdf)

RequiredAffidavit showing the detail of near relatives who are working in HPPWD as Gazetted non Gazetted off (.pdf)

RequiredOther Important Documents As Specified By The State In Proforma Of Schedule (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹68,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Apr 2026

Published

20 Mar 2026

Bid Opening

27 Mar 2026

Download Starts

20 Mar 2026

Download Ends

27 Mar 2026

Submission Starts

20 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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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 a lead of 50m (fifty metre), dressing of sides and bottoms and back filling in trenches with excavated suitable material in ordinary soil upto 3m (three metre) depth including entire carriage of material within all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge.
2Providing and laying concrete in PCC of nominal mix 1:5:10 (One cement : five sand : ten graded crushed stone aggregate 40mm (Forty millimetre nominal size) for plain/reinforced concrete in open foundations and curing complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.
3Providing and laying of boulder apron laid in wire crate with 4mm (four millimetre) dia. GI wire conforming to IS:280 and IS:4826 in 100x100 mm (one hundred into one hundred millimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five kilogram) each ( wire crate will be supplied by the department free of cost) as per drawing and technical specifications clause 1301 complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction and satisfaction of Engineer-in-Charge.
4Providing and laying 900mm dia (nine hundred millimetre) reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets Clause 1108 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.
5Back filling behind abutment, wing wall and return wall complete as per drawings and technical specifications clause 1204.3.8 Granular material complete within all leads, lifts carriage of material and other incidentals as per direction of Engineer-in-Charge.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

techsummary_195350.pdf

PDF

Financial Bid Opening

BOQ Comparative Chart

xlsx

Financial Evaluation

fin_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 • 1.34 MB

Work Item Documents

BOQ_195350.xls

BOQ • 0.38 MB

officenote.pdf

Additional Documents • 0.29 MB

SBD.pdf

Tender Documents • 3.77 MB

Ready to Participate?

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Company

Girdhari Lal

1₹23.4 LAccepted-Finance

CONTR VILL MATLA PO ROPA TEHSIL SAINJ DISTT KULLU HP

Azad Gumra

2₹33.9 L+₹10.5 L (45.0%)Rejected-Finance

V P O SAMRAHAN TEHSIL KOTLI DISTT MANDI HIMACHAL PRADESH

MANOJ KUMAR

3₹34.3 L+₹10.9 L (46.6%)Rejected-Finance

A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB

MAHESH KUMAR

Rejected-Technical

V P O BARI GUMANUTEH SADAR DISTRICT MANDI H P

RAKESH KUMAR

Rejected-Technical

GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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 a lead of 50m (fifty metre), dressing of sides and bottoms and back filling in trenches with excavated suitable material in ordinary soil upto 3m (three metre) depth including entire carriage of material within all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge.
2Providing and laying concrete in PCC of nominal mix 1:5:10 (One cement : five sand : ten graded crushed stone aggregate 40mm (Forty millimetre nominal size) for plain/reinforced concrete in open foundations and curing complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.
3Providing and laying of boulder apron laid in wire crate with 4mm (four millimetre) dia. GI wire conforming to IS:280 and IS:4826 in 100x100 mm (one hundred into one hundred millimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five kilogram) each ( wire crate will be supplied by the department free of cost) as per drawing and technical specifications clause 1301 complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction and satisfaction of Engineer-in-Charge.
4Providing and laying 900mm dia (nine hundred millimetre) reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets Clause 1108 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.
5Back filling behind abutment, wing wall and return wall complete as per drawings and technical specifications clause 1204.3.8 Granular material complete within all leads, lifts carriage of material and other incidentals as per direction of Engineer-in-Charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth 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 a lead of 50m (fifty metre), dressing of sides and bottoms and back filling in trenches with excavated suitable material in ordinary soil upto 3m (three metre) depth including entire carriage of material within all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge.

2Providing and laying concrete in PCC of nominal mix 1:5:10 (One cement : five sand : ten graded crushed stone aggregate 40mm (Forty millimetre nominal size) for plain/reinforced concrete in open foundations and curing complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.

3Providing and laying of boulder apron laid in wire crate with 4mm (four millimetre) dia. GI wire conforming to IS:280 and IS:4826 in 100x100 mm (one hundred into one hundred millimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five kilogram) each ( wire crate will be supplied by the department free of cost) as per drawing and technical specifications clause 1301 complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction and satisfaction of Engineer-in-Charge.

4Providing and laying 900mm dia (nine hundred millimetre) reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets Clause 1108 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.

5Back filling behind abutment, wing wall and return wall complete as per drawings and technical specifications clause 1204.3.8 Granular material complete within all leads, lifts carriage of material and other incidentals as per direction of Engineer-in-Charge.