Himachal

Financial Eval

Works

Civil Works - Roads

R/R damages on ShoghiThariSalana road km. 0/00 to 8/00

Public Works Department

Dhami | Shimla, Himachal Pradesh

Amount: ₹21.6 LCloses: 27 Jun 2026Closed

Timeline

Published20 Jun 2026
Closed27 Jun 2026
Technical Evaluation8 Jul 2026
Financial Evaluation18 Jul 2026
Award—

Bids

Percentage

2 Bids18 Jul 2026

#	Company	Amount	Rank	Status
1	P K Construction Shimla Pvt Ltd L-1₹22.0 LAccepted-Finance KHALINI DISTT SHIMLA \| SHIMLA \| SHIMLA \| HIMACHAL PRADESH	₹22.0 L	L-1	Accepted-Finance L-1
2	BUILDWELL CONSTRUCTION L-2₹22.2 L+₹23,320.94 (1.06%)Rejected-Finance	₹22.2 L+₹23,320.94 (1.06%)	L-2	Rejected-Finance L-2

Tender Value

₹21.6 L

EMD Value

₹43,200

Closing Date

27 Jun 2026, 6:55 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Shimla Rural Division Dhami

Work Description

Providing Patch work by 25 mm thick Bituminous concrete in km. 2/00 to 3/00).

Tender Information

Tender ID

2026_PWD_137102_2

Reference Number

No.SRDD-CTR-2026-27-5036-96 dated 19.06.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

30 days

Location

Dhami

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per SBD

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical

RequiredCost Of Tender/The Earnest Money (Indicated In Schedule F) (.pdf)

RequiredContractors Registration (Refer General Rules No 20) (.pdf)

RequiredGST Registration (General Rules No 24.4) (.pdf)

RequiredWork Done as Per General Rule 26.2.b (.pdf)

RequiredWork In Hand in accordance with General Rule 24.5 strictly as per schedule F (.pdf)

RequiredList Of Machinery, Tool, Plant(Refer Schedule F With Reference To Clause 18 of GCC (.pdf)

RequiredForm No 8 (Refer General Rules No.24.8) (.pdf)

RequiredList Of Both Gazetted And Non-Gazetted Hppwd Employees Related To Him (General Rule No 14) (.pdf)

RequiredAffidavit That Information Furnished With The Bid Is Correct In All Respect as General Rule No 1.2B( (.pdf)

RequiredProof of Registration under Employees Provident Funds(Refer General Rule 22 A) (.pdf)

RequiredPAN No. as per General Rules 1.2B(a)(i) (.pdf)

RequiredThe Bidder must have uploaded the proof of possessing the HMP and Paver etc. (Clause 18 of GCC) (.pdf)

Requiredemail ID, contact No. and address (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹43,200

Important Dates

Last Activity

18 Jul 2026

Published

20 Jun 2026

Bid Opening

30 Jun 2026

Download Starts

20 Jun 2026

Download Ends

27 Jun 2026

Submission Starts

20 Jun 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Proving and applying tack coat with bitumen emulsion ( RS – 1 ) using emulsion pressure distributor at the rate of 0.25 kg to 0.30 kg per Sqm. On the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification clause 503. including entire carraige of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.	3,650.75	Sqm	30.49	₹1,11,311.37
2	Providing and laying bituminous concrete 25 mm (thirty milimetre) thick with 100-120 (one hunderd -one hundred twenty TPH batch type hot mix plant producing an average output of 75 (seventy five) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 (five point four to five point six) per cent of mix 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 tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 (five hundred nine) complete in all respects including carriage of material upto all leads and lifts as per the direction of Engneer in Charge.	91.27	Cum	16,458.1	₹15,02,130.79
3	Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate application of bituminous binder & key aggregates & rolling with a 3 wheel 80-100 KN static roller to achieve the desired degree of compaction as per technical specification clause 506. (50 mm thick) including entire carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.	806.25	Sqm	677.09	₹5,45,903.81

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 • 1.43 MB

Work Item Documents

BOQ_202922.xls

BOQ • 0.33 MB

SBDShoghiTharisalana.pdf

Tender Documents • 2.47 MB

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Company

P K Construction Shimla Pvt Ltd

L-1₹22.0 LAccepted-Finance

KHALINI DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH

BUILDWELL CONSTRUCTION

L-2₹22.2 L+₹23,320.94 (1.06%)Rejected-Finance

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Proving and applying tack coat with bitumen emulsion ( RS – 1 ) using emulsion pressure distributor at the rate of 0.25 kg to 0.30 kg per Sqm. On the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification clause 503. including entire carraige of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.

3,650.75

Sqm

30.49

₹1,11,311.37

Providing and laying bituminous concrete 25 mm (thirty milimetre) thick with 100-120 (one hunderd -one hundred twenty TPH batch type hot mix plant producing an average output of 75 (seventy five) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 (five point four to five point six) per cent of mix 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 tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 (five hundred nine) complete in all respects including carriage of material upto all leads and lifts as per the direction of Engneer in Charge.

91.27

Cum

16,458.1

₹15,02,130.79

Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate application of bituminous binder & key aggregates & rolling with a 3 wheel 80-100 KN static roller to achieve the desired degree of compaction as per technical specification clause 506. (50 mm thick) including entire carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.

806.25

Sqm

677.09

₹5,45,903.81