Himachal

Financial Eval

Works

Civil Works - Roads

Maintenance on Shimla Bye Pass road km 13.00 to 24.250.SH Repair of patches between rd 13.620 to 13.727

Public Works Department

EE. NH | Shimla, Himachal Pradesh

Amount: ₹12.9 LCloses: 17 Jul 2026Closed

Timeline

Published10 Jul 2026
Closed17 Jul 2026
Technical Evaluation21 Jul 2026
Financial Evaluation1 Aug 2026
Award—

Bids

Percentage

2 Bids1 Aug 2026

#	Company	Amount	Rank	Status
1	BUILDWELL CONSTRUCTION L1₹12.8 LAccepted-Finance	₹12.8 L	L1	Accepted-Finance Responsive
2	P K Construction Shimla Pvt Ltd L2₹13.0 L+₹16,647.06 (1.30%)Rejected-Finance KHALINI DISTT SHIMLA \| SHIMLA \| SHIMLA \| HIMACHAL PRADESH	₹13.0 L+₹16,647.06 (1.30%)	L2	Rejected-Finance Non Responsive

Tender Value

₹12.9 L

EMD Value

₹25,850

Closing Date

17 Jul 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

EE NH Division Theog

Work Description

Maintenance on Shimla Bye Pass road km 13.00 to 24.250.SH Repair of patches between rd 13.620 to 13.727

Tender Information

Tender ID

2026_PWD_138643_2

Reference Number

PW.NH.CB.E.Ten.2026-1275-84 dt 06.07.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

90 days

Location

EE. NH

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredCopy of UTR Number of Payment made against cost of tender form and FDR (.pdf)

RequiredContractor Registration Ref. General rule and direction 24.3 (.pdf)

RequiredGST Registration Re. General rule and direction 24.4 (.pdf)

RequiredWork in hand Certificate Countersigned by EE (.pdf)

RequiredPan Card (.pdf)

RequiredList of Machinery Tools and plants 24G. GR and Direction as per Schedule F ref. clause 18 of GCC (.pdf)

RequiredForm No 7/8 in SBD duly signed by the bidder and witnesses (.pdf)

RequiredProf of Registration under EPF and miscellaneous provision Act 1952 (.pdf)

RequiredContractor shall give affidavit regarding list of both Gazette and non gazette HP PWD employee relat (.pdf)

RequiredAffidavit that information furnished with the bid is correct in all respect (.pdf)

RequiredAll other obligatory documents required as per GCC (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹25,850

Important Dates

Last Activity

1 Aug 2026

Published

10 Jul 2026

Bid Opening

18 Jul 2026

Download Starts

10 Jul 2026

Download Ends

17 Jul 2026

Submission Starts

10 Jul 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 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation for Structures .Earth work in excavation of foundation of structures as per drawings and technical specifications clause 304, including setting out, construction of shoring and bracing ,rermoval of slumps and other deleterious matter ,dressing of sides and bottom , back filling the excavation earth to the extent required and utlising the remaining earh locally for road work Ordinary Soil Manual Means , stacking the useful materials and disposal of unserviceable materials in all leads & lifts . Any loss to public /private poperty during course of excavation shall be the whole responsibility of the contractor including carriage of materials and equipment in all leads and lifts by all modes of transportation as per the direction by the Engineer-in-charge.	11.22	Per Cum.	304.85	₹3,420.42
2	Construction of granular sub-base by providingwellgradedmaterial,spreading in uniform layers with Tractor mount graderonpreparedsurface,mixingbymix inplacemethodwithrotavator atOMC, and compacting with smooth wheel roller to achieve the desired density, completeas per Technical SpecificationClause 401. For Grading III Material	23.63	Per Cum.	2,300	₹54,349
3	Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade bitumen emulsion onprepared surface of granular Base including clearing ofroad surface and spraying primer at the rate of 0.90kg/sqm using mechanical means.	642	Per Sqm	93.45	₹59,994.9
4	Providing and applying tack coat with bitumen emulsion pressure distributer at the rate of 0.25 Kg per sqm on prepared bitumen surface cleaed with mechanical broom as per clause 503	1,284	Per Sqm	34.4	₹44,169.6
5	Providing and laying 50 mm dense graded bitumenious macadame with 100 to 120 TPH batch type HMP producing an average output of 75 tonne/hour using crushed aggregate of specified grading, premixed with bitumenious binder @ 4.0 to 4.50% by weight of total mixed and filler , transporting the hot mix to work site , laying with a hydrostatic paver Finisher with sensor control to the required grade , level and alignment , rolling with smooth wheeled vibratory and tendom roller to achieve the desired compaction as per MoRTH specifiaction clause 507 complete in all aspects	32.1	Per Cum.	18,210.65	₹5,84,561.87
6	Providing and laying 40 mm thick Bitumenious concrete with 60-90 TPH computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading-II premixed with VG-30 bitumenious binder with minimum binder content of 5.5% of total weight of mix and filler (binder content as per job-mix formula shall be paid) above or below 5.5% transporting the hot-mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade ,level and alignment rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per Morth	25.68	Per Cum.	21,182.8	₹5,43,974.3

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 • 0.86 MB

Work Item Documents

BOQ_205384.xls

BOQ • 0.28 MB

SBD.pdf

Tender Documents • 7.70 MB

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Company

BUILDWELL CONSTRUCTION

L1₹12.8 LAccepted-Finance

P K Construction Shimla Pvt Ltd

L2₹13.0 L+₹16,647.06 (1.30%)Rejected-Finance

KHALINI DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation for Structures .Earth work in excavation of foundation of structures as per drawings and technical specifications clause 304, including setting out, construction of shoring and bracing ,rermoval of slumps and other deleterious matter ,dressing of sides and bottom , back filling the excavation earth to the extent required and utlising the remaining earh locally for road work Ordinary Soil Manual Means , stacking the useful materials and disposal of unserviceable materials in all leads & lifts . Any loss to public /private poperty during course of excavation shall be the whole responsibility of the contractor including carriage of materials and equipment in all leads and lifts by all modes of transportation as per the direction by the Engineer-in-charge.

11.22

Per Cum.

304.85

₹3,420.42

Construction of granular sub-base by providingwellgradedmaterial,spreading in uniform layers with Tractor mount graderonpreparedsurface,mixingbymix inplacemethodwithrotavator atOMC, and compacting with smooth wheel roller to achieve the desired density, completeas per Technical SpecificationClause 401. For Grading III Material

23.63

Per Cum.

2,300

₹54,349

Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade bitumen emulsion onprepared surface of granular Base including clearing ofroad surface and spraying primer at the rate of 0.90kg/sqm using mechanical means.

642

Per Sqm

93.45

₹59,994.9

Providing and applying tack coat with bitumen emulsion pressure distributer at the rate of 0.25 Kg per sqm on prepared bitumen surface cleaed with mechanical broom as per clause 503

1,284

Per Sqm

34.4

₹44,169.6

Providing and laying 50 mm dense graded bitumenious macadame with 100 to 120 TPH batch type HMP producing an average output of 75 tonne/hour using crushed aggregate of specified grading, premixed with bitumenious binder @ 4.0 to 4.50% by weight of total mixed and filler , transporting the hot mix to work site , laying with a hydrostatic paver Finisher with sensor control to the required grade , level and alignment , rolling with smooth wheeled vibratory and tendom roller to achieve the desired compaction as per MoRTH specifiaction clause 507 complete in all aspects

32.1

Per Cum.

18,210.65

₹5,84,561.87

Providing and laying 40 mm thick Bitumenious concrete with 60-90 TPH computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading-II premixed with VG-30 bitumenious binder with minimum binder content of 5.5% of total weight of mix and filler (binder content as per job-mix formula shall be paid) above or below 5.5% transporting the hot-mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade ,level and alignment rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per Morth

25.68

Per Cum.

21,182.8

₹5,43,974.3