Himachal

Financial Eval

Works

Civil Works - Roads

Periodical Maintenance of Baijnath Padhar Road HP0804MDR05628159 under Annual Maintenance Plan 2026-27 Major District Road

Public Works Department

Tikkar | Mandi, Himachal Pradesh

Amount: ₹69.1 LCloses: 9 Apr 20266 Apr 2026Closed

Timeline

Published31 Mar 2026
Closed9 Apr 2026
Technical Evaluation17 Apr 2026
Financial Evaluation28 Apr 2026
Award—

Bids

Percentage

2 Bids28 Apr 2026

#	Company	Amount	Rank	Status
1	PLS CONSTRUCTIONS L1₹82.4 LAccepted-Finance	₹82.4 L	L1	Accepted-Finance Accepted
2	M/S GP ACHARYA CONSTRUCTION PVT LTD L2₹86.4 L+₹4.1 L (4.93%)Rejected-Finance JOGINDER NAGAR \| JALANDHAR \| PUNJAB \| 144020	₹86.4 L+₹4.1 L (4.93%)	L2	Rejected-Finance Rejected

Corrigenda

Corrigendum

1 updatesLatest on 4 Apr 2026Submission Ends:6 Apr 20269 Apr 2026

Date changes

Download Ends6 Apr 20269 Apr 2026Submission Ends6 Apr 20269 Apr 2026Bid Opening7 Apr 202610 Apr 2026

Tender Value

₹69.1 L

EMD Value

₹1.4 L

Closing Date

9 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

O/o Executive Engineer, B and R Division, HPPWD, Joginder Nagar

Work Description

(Sub Head- Providing and laying built-up spray grout, Take Coat, Bituminous Concrete 25mm thick and Thermoplastic Strip in Km. 60/000 to 65/000).

Tender Information

Tender ID

2026_PWD_132940_1

Reference Number

PW-JND-B and R-EA-I-NIT- 35764-813 dated 20/03/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

90 days

Location

Tikkar

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As Per SBD Documents

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical

RequiredCost of tender Form and Earnest money (Indicated in Schedule E) (.pdf)

RequiredContractors Registration (General Rule No.20) (.pdf)

RequiredGST Registration and GST Clarence certificate Document Refer HPPWD-6 16(3) (.pdf)

RequiredLatest ITR Return, Bidcapacity/A.T.in lastfive year(Att./Upload certificatefrom CA) (Asperclause26.2 (.pdf)

RequiredWork done certificate (Gen.Rule No.16,26.2b)Minimum amount of work done as per Sched-F (.pdf)

RequiredAffidavit of machineries Indicated in Sch.F with reference to clause 18 and as per Gen. Rules 24.6 (.pdf)

RequiredForm No.7 and 8 duly signed on judiciary paper (General Rulesand directions in Schedule A toF) (.pdf)

RequiredAffidavit of both Gazetted and non gazetted Officer HPPWD employees related to him (Gen.Rule No.16 (.pdf)

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

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹1.4 L

Important Dates

Last Activity

28 Apr 2026

Published

31 Mar 2026

Bid Opening

10 Apr 2026

Download Starts

31 Mar 2026

Download Ends

9 Apr 2026

Submission Starts

31 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
1Providing, laying, spreading and rolling of built-up spray grout layer using bitumen VG-30 (thirty) over prepared base by manual means consisting of a Single layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 37.5 mm (thirty seven point five millimetre) as per Technical Specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST.
2Providing and applying tack coat with bitumen emulsion confirming to IS:8887 (RS-1) using emulsion pressure distributor including preparing the surface and cleaning with mechnical broom on bituminous surface @ 0.275 kg/sqm (at the rate of zero point two seven five kilogramme per square metre) as per technical specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST.
3Providing and Laying bituminous concrete 30mm ( thirty millimetre) compacted thickness with bitumen of grade VG-30 (Thirty) @ 5.50% (at the rate of five point five per cent) (percentage by weight of total mix) and lime filler @ 3% (three percentage) (percentage by weight of aggregatre) prepared in Batch Type Hot Mix Plant of 100-120 (Hundred - one hundred twenty) TPH capacity by using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required garde, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST.
4Road marking with hot aplied thermoplatic compound with relectorising glass baord on bitumenous surface. Profviding and laying of hot applied thermoplastic compound 2.5mm (two point five milimeter) thick including reflectorising glass beads @ 250 gms/sqm (two hundred fifty grammes per square meter) area thickness of 2.5mm (two point five milimeter) is execlusive of surface applied glass beads as per IRC:35. The finished surface to be uniform and free from streaks and holes as per PWD specification and as directed by the Engineer-In-Charge including carriage of material with in all leads and lifts complete in all respec.The rate is inclusive all taxes levy by the government time to time including GST.

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 • 0.71 MB

Work Item Documents

BOQ_196606.xls

BOQ • 0.27 MB

SBD.pdf

Tender Documents • 1.71 MB

Corrigendum Documents

CorrAMP.pdf

PDF • 0.30 MB

Ready to Participate?

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Company

PLS CONSTRUCTIONS

L1₹82.4 LAccepted-Finance

M/S GP ACHARYA CONSTRUCTION PVT LTD

L2₹86.4 L+₹4.1 L (4.93%)Rejected-Finance

JOGINDER NAGAR | JALANDHAR | PUNJAB | 144020

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing, laying, spreading and rolling of built-up spray grout layer using bitumen VG-30 (thirty) over prepared base by manual means consisting of a Single layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 37.5 mm (thirty seven point five millimetre) as per Technical Specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST.
2Providing and applying tack coat with bitumen emulsion confirming to IS:8887 (RS-1) using emulsion pressure distributor including preparing the surface and cleaning with mechnical broom on bituminous surface @ 0.275 kg/sqm (at the rate of zero point two seven five kilogramme per square metre) as per technical specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST.
3Providing and Laying bituminous concrete 30mm ( thirty millimetre) compacted thickness with bitumen of grade VG-30 (Thirty) @ 5.50% (at the rate of five point five per cent) (percentage by weight of total mix) and lime filler @ 3% (three percentage) (percentage by weight of aggregatre) prepared in Batch Type Hot Mix Plant of 100-120 (Hundred - one hundred twenty) TPH capacity by using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required garde, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST.
4Road marking with hot aplied thermoplatic compound with relectorising glass baord on bitumenous surface. Profviding and laying of hot applied thermoplastic compound 2.5mm (two point five milimeter) thick including reflectorising glass beads @ 250 gms/sqm (two hundred fifty grammes per square meter) area thickness of 2.5mm (two point five milimeter) is execlusive of surface applied glass beads as per IRC:35. The finished surface to be uniform and free from streaks and holes as per PWD specification and as directed by the Engineer-In-Charge including carriage of material with in all leads and lifts complete in all respec.The rate is inclusive all taxes levy by the government time to time including GST.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing, laying, spreading and rolling of built-up spray grout layer using bitumen VG-30 (thirty) over prepared base by manual means consisting of a Single layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 37.5 mm (thirty seven point five millimetre) as per Technical Specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST.

2Providing and applying tack coat with bitumen emulsion confirming to IS:8887 (RS-1) using emulsion pressure distributor including preparing the surface and cleaning with mechnical broom on bituminous surface @ 0.275 kg/sqm (at the rate of zero point two seven five kilogramme per square metre) as per technical specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST.

3Providing and Laying bituminous concrete 30mm ( thirty millimetre) compacted thickness with bitumen of grade VG-30 (Thirty) @ 5.50% (at the rate of five point five per cent) (percentage by weight of total mix) and lime filler @ 3% (three percentage) (percentage by weight of aggregatre) prepared in Batch Type Hot Mix Plant of 100-120 (Hundred - one hundred twenty) TPH capacity by using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required garde, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST.

4Road marking with hot aplied thermoplatic compound with relectorising glass baord on bitumenous surface. Profviding and laying of hot applied thermoplastic compound 2.5mm (two point five milimeter) thick including reflectorising glass beads @ 250 gms/sqm (two hundred fifty grammes per square meter) area thickness of 2.5mm (two point five milimeter) is execlusive of surface applied glass beads as per IRC:35. The finished surface to be uniform and free from streaks and holes as per PWD specification and as directed by the Engineer-In-Charge including carriage of material with in all leads and lifts complete in all respec.The rate is inclusive all taxes levy by the government time to time including GST.