Tender ID

Himachal

Financial Eval

Works

Civil Works

C/O Balley Suspension bridge on Sandhapattan Bharol Bagora Bagla Hard Ropri Kalang Traimbli Drubbal Charonj Banwar Kotli Kun Ka Tar Mandonkhar Bhargaon Kotli Road at Rd 70/600 (SH C/O base for towers and anchor block on Right bank) PDNA-2023

Public Works Department

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

Amount: ₹61.6 LCloses: 4 Apr 2026Closed

Timeline

Published23 Mar 2026
Closed4 Apr 2026
Technical Evaluation20 Apr 2026
Financial Evaluation15 Jun 2026
Award—

Bids

Percentage

2 Bids15 Jun 2026

#	Company	Amount	Rank	Status
1	Rajesh Kaplex L1₹63.2 LAccepted-Finance GOVT CONTR VILLAGE AND POST OFFICE TALELI TEHSIL SUNDERNAGAR DISTT MANDI HP \| MANDI \| HIMACHAL PRADESH \| 175001	₹63.2 L	L1	Accepted-Finance L1
2	MAHESH KUMAR 2₹64.6 L+₹1.4 L (2.16%)Rejected-Finance V P O BARI GUMANUTEH SADAR DISTRICT MANDI H P	₹64.6 L+₹1.4 L (2.16%)	2	Rejected-Finance L2

Tender Value

₹61.6 L

EMD Value

₹1.2 L

Closing Date

4 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

EE MANDI-II,HPPWD MANDI

Address

Work Description

C/O Balley Suspension bridge on Sandhapattan Bharol Bagora Bagla Hard Ropri Kalang Traimbli Drubbal Charonj Banwar Kotli Kun Ka Tar Mandonkhar Bhargaon Kotli Road at Rd 70/600 (SH C/O base for towers and anchor block on Right bank) PDNA-2023

Tender Information

Tender ID

2026_PWD_132308_1

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

12 documents required · 12 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)

Requiredwork done within Last 5year as per Instructions to Bidders (ITB)4.4A (a), (b) of SBD (.pdf)

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

RequiredAs per work List of machinery, equipment, plant and tools by name of work (.pdf)

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

RequiredAffidavit showing details of gazetted, nongazetted officer working in HPPWD,with name of work (.pdf)

RequiredE.P.F. No. (.pdf)

RequiredBidding Capacity/ C.A. Annual Report as per Clause 4.6 (.pdf)

RequiredAny other information in SBD as bidder/firm may like to provide (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1.2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Jun 2026

Published

23 Mar 2026

Bid Opening

4 Apr 2026

Download Starts

23 Mar 2026

Download Ends

4 Apr 2026

Submission Starts

23 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
1Excavation for structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and black filling with approved material.) all means and any depth as may be necessary stacking the excavated serviceable and unserviceable material separately as directed by the Engineer-in-Charge and then returning the stacked soil in fifteen centimeter, layers when required in to plinth and sides of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus unserviceable materials or as per direction of the Engineer-in-Charge with in all leads, lifts disposed material to be leveled and neatly dressed.Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all respect. Including all leads and lift of materials and as per direction of Engineer-in-charge.
2Providing and laying P.C.C. 1:3:6 (one cement : three sand : six graded crushed stone aggregate) nominal mix in foundation with crushed stone aggregate 40mm (forty millimetre) nominal size upto any height mechanically mixed and vibrated placed in foundation including curing complete including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.
3Providing and laying cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M-20 (twenty) upto any height mechanically mixed and vibrated placed in foundation including curing complete including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.
4Supplying, fitting and placing HYSD bar reinforcement in Super-Structure complete including binding wire as per drawing and technical specifications including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

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 • 0.45 MB

Work Item Documents

BOQ_195648.xls

BOQ • 0.37 MB

SBD.pdf

Tender Documents • 4.16 MB

Ready to Participate?

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Company

Rajesh Kaplex

L1₹63.2 LAccepted-Finance

GOVT CONTR VILLAGE AND POST OFFICE TALELI TEHSIL SUNDERNAGAR DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001

MAHESH KUMAR

2₹64.6 L+₹1.4 L (2.16%)Rejected-Finance

V P O BARI GUMANUTEH SADAR DISTRICT MANDI H P

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation for structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and black filling with approved material.) all means and any depth as may be necessary stacking the excavated serviceable and unserviceable material separately as directed by the Engineer-in-Charge and then returning the stacked soil in fifteen centimeter, layers when required in to plinth and sides of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus unserviceable materials or as per direction of the Engineer-in-Charge with in all leads, lifts disposed material to be leveled and neatly dressed.Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all respect. Including all leads and lift of materials and as per direction of Engineer-in-charge.
2Providing and laying P.C.C. 1:3:6 (one cement : three sand : six graded crushed stone aggregate) nominal mix in foundation with crushed stone aggregate 40mm (forty millimetre) nominal size upto any height mechanically mixed and vibrated placed in foundation including curing complete including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.
3Providing and laying cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M-20 (twenty) upto any height mechanically mixed and vibrated placed in foundation including curing complete including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.
4Supplying, fitting and placing HYSD bar reinforcement in Super-Structure complete including binding wire as per drawing and technical specifications including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation for structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and black filling with approved material.) all means and any depth as may be necessary stacking the excavated serviceable and unserviceable material separately as directed by the Engineer-in-Charge and then returning the stacked soil in fifteen centimeter, layers when required in to plinth and sides of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus unserviceable materials or as per direction of the Engineer-in-Charge with in all leads, lifts disposed material to be leveled and neatly dressed.Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all respect. Including all leads and lift of materials and as per direction of Engineer-in-charge.

2Providing and laying P.C.C. 1:3:6 (one cement : three sand : six graded crushed stone aggregate) nominal mix in foundation with crushed stone aggregate 40mm (forty millimetre) nominal size upto any height mechanically mixed and vibrated placed in foundation including curing complete including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.

3Providing and laying cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M-20 (twenty) upto any height mechanically mixed and vibrated placed in foundation including curing complete including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.

4Supplying, fitting and placing HYSD bar reinforcement in Super-Structure complete including binding wire as per drawing and technical specifications including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.