Himachal

Financial Eval

Works

Civil Works - Roads

R R damage to Link road from Dhara Main road to Ochhali Km 0 00 to 0 250 SH C O R Wall at RD 0 160 0 170 R Wall at RD 0 230 0 250 Providing Kharanja Stone Soling at RD 0 00 to 0250

Public Works Department

Rohru | Shimla, Himachal Pradesh

Amount: ₹9.2 LCloses: 7 Mar 2026Closed

Timeline

Published2 Mar 2026
Closed7 Mar 2026
Technical Evaluation20 Apr 2026
Financial Evaluation14 Jul 2026
Award—

Bids

Percentage

3 Bids14 Jul 2026

#	Company	Amount	Rank	Status
1	MOHAN SINGH THAKUR L-1₹9.4 LAccepted-Finance	₹9.4 L	L-1	Accepted-Finance 1
2	DESH RAJ L-2₹9.6 L+₹27,505 (2.94%)Rejected-Finance MANDI DIVISION NO II HP PWD MANDI \| MANDI \| HIMACHAL PRADESH \| 175001	₹9.6 L+₹27,505 (2.94%)	L-2	Rejected-Finance 2
3	NIKHIL TEGTA Rejected-Technical VILLAGE KARASA TEHSIL ROHRU DISTT SHIMLA \| SHIMLA \| HIMACHAL PRADESH	-	-	Rejected-Technical rejected

Tender Value

₹9.2 L

EMD Value

₹18,336

Closing Date

7 Mar 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

HPPWD rohru

Work Description

R R damage to Link road from Dhara Main road to Ochhali Km 0 00 to 0 250 SH C O R Wall at RD 0 160 0 170 R Wall at RD 0 230 0 250 Providing Kharanja Stone Soling at RD 0 00 to 0250

Tender Information

Tender ID

2026_PWD_130072_17

Reference Number

24817-916 dated 26-2-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

120 days

Location

Rohru

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

₹350

EMD Fee Amount

₹18,336

Important Dates

Last Activity

14 Jul 2026

Published

2 Mar 2026

Bid Opening

9 Mar 2026

Download Starts

2 Mar 2026

Download Ends

7 Mar 2026

Submission Starts

2 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 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation 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 with in all leads and lifts as per directed by the Engineer-in-Change	25.5	Cum	185	₹4,717.5
2	Earthwork in excavation for structures as per as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. with in all leads and lifts as per directed by the Engineer-in-Change	30.6	Cum	407	₹12,454.2
3	Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 within all leads and lifts as per directions of Engineer in charge	11.7	Cum	4,900	₹57,330
4	Randon Rubble Stone masonary in cement mortar 1:6 (1 Cement : 6 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge	81	Cum	5,300	₹4,29,300
5	Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change	36	Nos	337	₹12,132
6	Preparation of sub grade by dressing to combor(Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HPPWD specification.	-	SQM	2.08	-
7	Consolidation of sub grade with roller including making good the undulation etc.with earth or quarry soil etc. and rerolling the sub-grade completed as per HPPWD Specification.	-	SQM	1.35	-
8	Stone soling properly hand-packed filling interstices with spalls and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification 230mm spread thickness(finished work including materials and ladour)	1	cum	2,350	₹2,347.65

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 • 1.27 MB

Work Item Documents

SBD17.pdf

Tender Documents • 2.49 MB

BOQ_192323.xls

BOQ • 0.28 MB

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Company

MOHAN SINGH THAKUR

L-1₹9.4 LAccepted-Finance

DESH RAJ

L-2₹9.6 L+₹27,505 (2.94%)Rejected-Finance

MANDI DIVISION NO II HP PWD MANDI | MANDI | HIMACHAL PRADESH | 175001

NIKHIL TEGTA

Rejected-Technical

VILLAGE KARASA TEHSIL ROHRU DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation 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 with in all leads and lifts as per directed by the Engineer-in-Change

25.5

Cum

185

₹4,717.5

Earthwork in excavation for structures as per as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. with in all leads and lifts as per directed by the Engineer-in-Change

30.6

Cum

407

₹12,454.2

Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 within all leads and lifts as per directions of Engineer in charge

11.7

Cum

4,900

₹57,330

Randon Rubble Stone masonary in cement mortar 1:6 (1 Cement : 6 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge

Cum

5,300

₹4,29,300

Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change

Nos

337

₹12,132

Preparation of sub grade by dressing to combor(Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HPPWD specification.

SQM

2.08

Consolidation of sub grade with roller including making good the undulation etc.with earth or quarry soil etc. and rerolling the sub-grade completed as per HPPWD Specification.

SQM

1.35

Stone soling properly hand-packed filling interstices with spalls and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification 230mm spread thickness(finished work including materials and ladour)

cum

2,350

₹2,347.65