Himachal

Financial Eval

Works

Civil Works - Roads

RR Damage to Samoli Sanji Bhatwari road km 000 to 700 Sh Co Rwall in PCC 1 4 8 at Rd 2645 to 2675

Public Works Department

bhatwari | Shimla, Himachal Pradesh

Amount: ₹13.6 LCloses: 28 Mar 2026Closed

Timeline

Published23 Mar 2026
Closed28 Mar 2026
Technical Evaluation7 Apr 2026
Financial Evaluation16 May 2026
Award—

Bids

Percentage

2 Bids16 May 2026

#	Company	Amount	Rank	Status
1	SANDEEP RANJAN L-1₹14.3 LAccepted-Finance	₹14.3 L	L-1	Accepted-Finance 1
2	NIKHIL TEGTA L-2₹14.4 L+₹13,623 (0.95%)Rejected-Finance VILLAGE KARASA TEHSIL ROHRU DISTT SHIMLA \| SHIMLA \| HIMACHAL PRADESH	₹14.4 L+₹13,623 (0.95%)	L-2	Rejected-Finance 2

Tender Value

₹13.6 L

EMD Value

₹27,300

Closing Date

28 Mar 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

HPPWD Rohoo

Work Description

RR Damage to Samoli Sanji Bhatwari road km 000 to 700 Sh Co Rwall in PCC 1 4 8 at Rd 2645 to 2675

Tender Information

Tender ID

2026_PWD_132306_2

Reference Number

28719-28820 dated 19-3-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

120 days

Location

bhatwari

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

Required1. Cost and Earnest money of tender form under general rule 24.1 and 24.2 (.pdf)

Required2. Contractor registration under general rule 24.3 (.pdf)

Required3. G S T registration under general rule 24.4 (.pdf)

Required4. Affidavit that information furnished with the bid is correct in all respect as General rule No. 1 (.pdf)

Required5. List of machinery Under general rule 24.6 (.pdf)

Required6. Permanent Account Number as per general rule 1.2 B(a)(1) (.pdf)

Required7. Registration under Employees provident funds and miscellaneous provision act 1952 (.pdf)

Required8. Form 8 duly signed by contractor (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹27,300

Important Dates

Last Activity

16 May 2026

Published

23 Mar 2026

Bid Opening

30 Mar 2026

Download Starts

23 Mar 2026

Download Ends

28 Mar 2026

Submission Starts

23 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

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 in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
2Earth work in excavation for structure as per drawing and technical specification clause 305.1 I/c setting out ,construction of shoring and bracing removal of stums and other deletarious materials and disposal upto a lead of 50 metre, dressing of sides and bottom and back filling in tranches with excavated suitable material.
3Plain/rein forced cement concrete(1:4:8))in open foundation complete as per drawing and technical specification Clauses 802,803,1202&1203
4Providing weepholes in brick masonry/stone masonry/plain reinforced conrete abutment,wing wall, return wall with 100 mm dia. PVC pipe extending through the full width of the structures with slope of 1(v) : 20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7.
5Backfilling behind abutment,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts as per HPPWD Specification of 1990 volume-1 or as directed by the Engineer-In-Chief.

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

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 • 0.29 MB

Work Item Documents

SBD2.pdf

Tender Documents • 4.45 MB

BOQ_195649.xls

BOQ • 0.28 MB

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Company

SANDEEP RANJAN

L-1₹14.3 LAccepted-Finance

NIKHIL TEGTA

L-2₹14.4 L+₹13,623 (0.95%)Rejected-Finance

VILLAGE KARASA TEHSIL ROHRU DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
2Earth work in excavation for structure as per drawing and technical specification clause 305.1 I/c setting out ,construction of shoring and bracing removal of stums and other deletarious materials and disposal upto a lead of 50 metre, dressing of sides and bottom and back filling in tranches with excavated suitable material.
3Plain/rein forced cement concrete(1:4:8))in open foundation complete as per drawing and technical specification Clauses 802,803,1202&1203
4Providing weepholes in brick masonry/stone masonry/plain reinforced conrete abutment,wing wall, return wall with 100 mm dia. PVC pipe extending through the full width of the structures with slope of 1(v) : 20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7.
5Backfilling behind abutment,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts as per HPPWD Specification of 1990 volume-1 or as directed by the Engineer-In-Chief.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1

2Earth work in excavation for structure as per drawing and technical specification clause 305.1 I/c setting out ,construction of shoring and bracing removal of stums and other deletarious materials and disposal upto a lead of 50 metre, dressing of sides and bottom and back filling in tranches with excavated suitable material.

3Plain/rein forced cement concrete(1:4:8))in open foundation complete as per drawing and technical specification Clauses 802,803,1202&1203

4Providing weepholes in brick masonry/stone masonry/plain reinforced conrete abutment,wing wall, return wall with 100 mm dia. PVC pipe extending through the full width of the structures with slope of 1(v) : 20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7.

5Backfilling behind abutment,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts as per HPPWD Specification of 1990 volume-1 or as directed by the Engineer-In-Chief.