Himachal

Financial Eval

Works

Civil Works - Highways

A.R and M.O on NH.305 Sainj Luhri Aut road km 0.000 to 97.000 S.H Construction of PCC R. wall at RD 21.470 to 21.490

Public Works Department

Brad | Kullu, Himachal Pradesh

Amount: ₹9.5 LCloses: 26 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed26 Mar 2026
Technical Evaluation28 Mar 2026
Financial Evaluation2 Apr 2026
Award—

Bids

Percentage

5 Bids2 Apr 2026

#	Company	Amount	Rank	Status
1	NISHANT SHARMA L1₹7.8 LAccepted-Finance V P O DUTTNAGAR TEHSIL RAMPUR DISTT SHIMLA H P \| RAMPUR \| SHIMLA \| HIMACHAL PRADESH	₹7.8 L	L1	Accepted-Finance accepted being a L1
2	Param Dev L2₹8.1 L+₹28,441.31 (3.66%)Accepted-Finance	₹8.1 L+₹28,441.31 (3.66%)	L2	Accepted-Finance accepted being a L2
3	MANGAT RAM GOVT CONT L3₹8.5 L+₹75,843.50 (9.76%)Rejected-Finance	₹8.5 L+₹75,843.50 (9.76%)	L3	Rejected-Finance Rejected being a L3
4	Suredner Kumar L4₹9.5 L+₹1.7 L (21.8%)Rejected-Finance	₹9.5 L+₹1.7 L (21.8%)	L4	Rejected-Finance Rejected being a L4
5	BUDH RAM L5₹10.0 L+₹2.2 L (28.0%)Rejected-Finance VILLAGE BAGICHA POST OFFICE KANDUGAD TEHSIL ANNI DISTT KULLU HP \| SHIMLA \| HIMACHAL PRADESH \| 172001	₹10.0 L+₹2.2 L (28.0%)	L5	Rejected-Finance Rejected being a L5

Tender Value

₹9.5 L

EMD Value

₹19,000

Closing Date

26 Mar 2026, 10:30 amClosed

Tender Inviting Organisation

Name

EE NH Rampur

Address

Executive Engineer NH Division HPPWD Rampur

Work Description

A.R and M.O on NH.305 Sainj Luhri Aut road km 0.000 to 97.000 S.H Construction of PCC R. wall at RD 21.470 to 21.490

Tender Information

Tender ID

2026_PWD_132145_1

Reference Number

13735-84

Tender Type

Open Tender

Product Category

Civil Works - Highways

Form of Contract

Percentage

Period of Work

30 days

Location

Brad

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredUTR nos of EMD and Cost of Tender Form (.pdf)

RequiredContractors Registration, GST, EPF and PAN (.pdf)

RequiredEPF, G.S.T. and Income tax clearance certificate. (.pdf)

RequiredAffidavits of machinery and all information furnished the contractor are true and correct. (.pdf)

RequiredOther documents required as per SBD (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹19,000

Important Dates

Last Activity

2 Apr 2026

Published

20 Mar 2026

Bid Opening

26 Mar 2026

Download Starts

20 Mar 2026

Download Ends

26 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
1Earthwork in excavation for structures in all depths as per drawing and technical specifications as per Clause 304 of section 300 of MORTH specifications in all kinds of soils i.e.pick work,jumper work, blasting work in soft and hard rock and intermediate classifications of soil including chiselling and wedging out of rock with in all depths and heights, stacking the useful materials and disposal of unserviceable materials upto the identified dumping site as per the direction of the Engineer-in-Charges with in all leads and lifts. Any loss of public/private property during the course of execution shall be the sole responsibility of contractor which shall have to be duly compansated by him at his own cost.
2Providing and laying mechanically mixed and vibrated cement concrete M-15 containing minimum contents of cement is 5.50 bags per cum in all heights and depth as per drawing and technical specifications in foundation of retaining walls 3 complete as per MORTH specification No.1500,1700 & 2100 including carriage of all materials within all leads and lifts with all modes of transportation and equipment and cost of formwork required to complete the work to the satisfaction of the Engineer-in-Charge.
3Providing & fixing weep holes in plain cement concrete Retaining wall, Breast wall, abutments and return walls with 100 mm (one hundred milimetre) PVC pipe, extended through the full width of the structure with slope of 1 V: 20 H towards draining face complete as per MORT & H specifications clause 2706 and 2200 (latest revision) including hauling of material in all leads and lifts with all modes of transportation and as per direction of the Engineer-in-Charge.
4Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORT &H specifications to a thickness of not less than 600mm (Six hundred milimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind retaining walls, abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications as per MORTH Clause 710.1.4 of IRC 78 & 2200 latest revision with in all leads and lifts through all mode of transportation and as per the entire satisfication and direction of Engineer -in-Charge.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 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 • 1.36 MB

Work Item Documents

SBD3.pdf

Tender Documents • 3.44 MB

BOQ_195383.xls

BOQ • 0.33 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

NISHANT SHARMA

L1₹7.8 LAccepted-Finance

V P O DUTTNAGAR TEHSIL RAMPUR DISTT SHIMLA H P | RAMPUR | SHIMLA | HIMACHAL PRADESH

Param Dev

L2₹8.1 L+₹28,441.31 (3.66%)Accepted-Finance

MANGAT RAM GOVT CONT

L3₹8.5 L+₹75,843.50 (9.76%)Rejected-Finance

Suredner Kumar

L4₹9.5 L+₹1.7 L (21.8%)Rejected-Finance

BUDH RAM

L5₹10.0 L+₹2.2 L (28.0%)Rejected-Finance

VILLAGE BAGICHA POST OFFICE KANDUGAD TEHSIL ANNI DISTT KULLU HP | SHIMLA | HIMACHAL PRADESH | 172001

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork in excavation for structures in all depths as per drawing and technical specifications as per Clause 304 of section 300 of MORTH specifications in all kinds of soils i.e.pick work,jumper work, blasting work in soft and hard rock and intermediate classifications of soil including chiselling and wedging out of rock with in all depths and heights, stacking the useful materials and disposal of unserviceable materials upto the identified dumping site as per the direction of the Engineer-in-Charges with in all leads and lifts. Any loss of public/private property during the course of execution shall be the sole responsibility of contractor which shall have to be duly compansated by him at his own cost.
2Providing and laying mechanically mixed and vibrated cement concrete M-15 containing minimum contents of cement is 5.50 bags per cum in all heights and depth as per drawing and technical specifications in foundation of retaining walls 3 complete as per MORTH specification No.1500,1700 & 2100 including carriage of all materials within all leads and lifts with all modes of transportation and equipment and cost of formwork required to complete the work to the satisfaction of the Engineer-in-Charge.
3Providing & fixing weep holes in plain cement concrete Retaining wall, Breast wall, abutments and return walls with 100 mm (one hundred milimetre) PVC pipe, extended through the full width of the structure with slope of 1 V: 20 H towards draining face complete as per MORT & H specifications clause 2706 and 2200 (latest revision) including hauling of material in all leads and lifts with all modes of transportation and as per direction of the Engineer-in-Charge.
4Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORT &H specifications to a thickness of not less than 600mm (Six hundred milimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind retaining walls, abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications as per MORTH Clause 710.1.4 of IRC 78 & 2200 latest revision with in all leads and lifts through all mode of transportation and as per the entire satisfication and direction of Engineer -in-Charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earthwork in excavation for structures in all depths as per drawing and technical specifications as per Clause 304 of section 300 of MORTH specifications in all kinds of soils i.e.pick work,jumper work, blasting work in soft and hard rock and intermediate classifications of soil including chiselling and wedging out of rock with in all depths and heights, stacking the useful materials and disposal of unserviceable materials upto the identified dumping site as per the direction of the Engineer-in-Charges with in all leads and lifts. Any loss of public/private property during the course of execution shall be the sole responsibility of contractor which shall have to be duly compansated by him at his own cost.

2Providing and laying mechanically mixed and vibrated cement concrete M-15 containing minimum contents of cement is 5.50 bags per cum in all heights and depth as per drawing and technical specifications in foundation of retaining walls 3 complete as per MORTH specification No.1500,1700 & 2100 including carriage of all materials within all leads and lifts with all modes of transportation and equipment and cost of formwork required to complete the work to the satisfaction of the Engineer-in-Charge.

3Providing & fixing weep holes in plain cement concrete Retaining wall, Breast wall, abutments and return walls with 100 mm (one hundred milimetre) PVC pipe, extended through the full width of the structure with slope of 1 V: 20 H towards draining face complete as per MORT & H specifications clause 2706 and 2200 (latest revision) including hauling of material in all leads and lifts with all modes of transportation and as per direction of the Engineer-in-Charge.

4Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORT &H specifications to a thickness of not less than 600mm (Six hundred milimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind retaining walls, abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications as per MORTH Clause 710.1.4 of IRC 78 & 2200 latest revision with in all leads and lifts through all mode of transportation and as per the entire satisfication and direction of Engineer -in-Charge.