Himachal

Financial BO

Works

Civil Works - Roads

R R Damage to mehandli Ghansidhar to Bichuna road km 0 00 to 9 960

Public Works Department

mhndli | Shimla, Himachal Pradesh

Amount: ₹1.4 CrCloses: 6 Apr 2026Closed

Timeline

Published1 Apr 2026
Closed6 Apr 2026
Technical Evaluation18 Apr 2026
Financial Evaluation18 Apr 2026
Award—

Bids

Percentage

2 Bids18 Apr 2026

#	Company	Quoted %	Amount	Rank	Status
1	BLN INFRA PVT LTD L1₹1.5 CrAdmitted-Finance	+4.95%	₹1.5 Cr	L1	Admitted-Finance
2	Rakesh Negi L2₹1.5 Cr+₹5.9 L (3.99%)Admitted-Finance S O SH JAI RAM VILLAGE JAGUNI TEHSIL RAMPUR DANSA DIST SHIMLA HP 172001 \| SHIMLA \| HIMACHAL PRADESH \| 172001	+9.14%	₹1.5 Cr+₹5.9 L (3.99%)	L2	Admitted-Finance

Tender Value

₹1.4 Cr

EMD Value

₹2.8 L

Closing Date

6 Apr 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

hppwd roohru

Work Description

R R Damage to mehandli Ghansidhar to Bichuna road km 0 00 to 9 960

Tender Information

Tender ID

2026_PWD_133079_1

Reference Number

28900-28906 dated 31-3-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

120 days

Location

mhndli

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

14 documents required · 14 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)

Required9. Affidavit for Paver finisher,Static Rollar,Tennum Rollar,Emulsion Distributor (.pdf)

Required10. Work done certificate and work in hand under general rule 24.5 (Similar Work done hundred percen (.pdf)

Required13. Financial turn over for last five year avg hundred percent i e 14116718.00 (.pdf)

Required14. Form 26As as per general rule 1.1A(b) (.pdf)

Required15. GSTIN Clearance Certificate (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹2.8 L

Important Dates

Last Activity

18 Apr 2026

Published

1 Apr 2026

Bid Opening

7 Apr 2026

Download Starts

1 Apr 2026

Download Ends

6 Apr 2026

Submission Starts

1 Apr 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 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Removal of land slide in hilly area in ordinary rock not requiring blasting by mechnical means including cutting and trimming of slops and disposal of cut material with in lif upto 1.5m and lead upto 1000m as per technical specification 302.3.5 and 1611.	-	Per Cum	-	-
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	-	Per Cum	-	-
3	Plain/reinforced cement concrete (1:3:6) 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	-	Per Cum	-	-
4	Plain/reinforced cement concrete (1:4:8) 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	-	Per Cum	-	-
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	-	Nos	-	-
6	WBM Grading 2 :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Machanical Means	-	Per Cum	-	-
7	WBM Grading 3 :-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Machanical Means	-	Per Cum	-	-
8	Tack Coat Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributer @0.275 kg/sqm on prepared surface of granular surface treated with primer cleaned with hydraulic broom as per Technical specification clause 503	-	Sqm	-	-
9	Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	-	Sqm	-	-
10	Bitumenious Concrete:-Providing and laying 30 mm thick bitumenious concretewith 100-120 TPH capacity batchtype computrised HMP producing an avarage out put oof 75 tonne per hour using crushed aggrigate of specified grading II premixed with VG-10 bitumenious binder as per job mix formula with minimum binder concrete of 5.4%to 5.6% of total weight of mix and filler,transportingthe hot mix to work site laying with hydro static paver finisher with sensor control to the required grade level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the disered compction as per MORTH & Hspecification clause No. 509 complete in all respect including all leads and lifts as per directions of Engineer in Charge	-	Per Cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

technical_196819.pdf

PDF

Technical Evaluation

techsummary_196819.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.28 MB

Work Item Documents

SBD1.pdf

Tender Documents • 2.49 MB

BOQ_196819.xls

BOQ • 0.28 MB

Ready to Participate?

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Company

BLN INFRA PVT LTD

L1₹1.5 CrAdmitted-Finance

Rakesh Negi

L2₹1.5 Cr+₹5.9 L (3.99%)Admitted-Finance

S O SH JAI RAM VILLAGE JAGUNI TEHSIL RAMPUR DANSA DIST SHIMLA HP 172001 | SHIMLA | HIMACHAL PRADESH | 172001

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Removal of land slide in hilly area in ordinary rock not requiring blasting by mechnical means including cutting and trimming of slops and disposal of cut material with in lif upto 1.5m and lead upto 1000m as per technical specification 302.3.5 and 1611.

Per Cum

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

Per Cum

Plain/reinforced cement concrete (1:3:6) 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

Per Cum

Plain/reinforced cement concrete (1:4:8) 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

Per Cum

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

WBM Grading 2 :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Machanical Means

Per Cum

WBM Grading 3 :-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Machanical Means

Per Cum

Tack Coat Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributer @0.275 kg/sqm on prepared surface of granular surface treated with primer cleaned with hydraulic broom as per Technical specification clause 503

Sqm

Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Sqm

Bitumenious Concrete:-Providing and laying 30 mm thick bitumenious concretewith 100-120 TPH capacity batchtype computrised HMP producing an avarage out put oof 75 tonne per hour using crushed aggrigate of specified grading II premixed with VG-10 bitumenious binder as per job mix formula with minimum binder concrete of 5.4%to 5.6% of total weight of mix and filler,transportingthe hot mix to work site laying with hydro static paver finisher with sensor control to the required grade level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the disered compction as per MORTH & Hspecification clause No. 509 complete in all respect including all leads and lifts as per directions of Engineer in Charge

Per Cum