Himachal

AOC

Works

Civil Works

Annual Maintenance Plan for the year 2026-27 for Kandaghat Chhausha via Kawarag road Km.0/00 to 12/00 (VR)

Public Works Department

Solan, Himachal Pradesh

Amount: ₹27.4 LCloses: 27 Mar 2026Closed

Timeline

Published21 Mar 2026
Closed27 Mar 2026
Technical Evaluation1 Apr 2026
Financial Evaluation1 Apr 2026
Awarded10 Apr 2026

Bids

Percentage

2 Bids10 Apr 2026

#	Company	Amount	Rank	Status
1	Ashish Verma L1₹27.3 LAccepted-AOC	₹27.3 L	L1	Accepted-AOC AOC
2	AMIT SHARMA L2₹27.6 L+₹31,731.38 (1.16%)Rejected-Finance R O VILLAGE PO NANGAL KHURD TEHSIL HAROLI DISTRICT UNA HP	₹27.6 L+₹31,731.38 (1.16%)	L2	Rejected-Finance L2

Tender Value

₹27.4 L

EMD Value

₹82,000

Closing Date

27 Mar 2026, 10:00 amClosed

Tender Inviting Organisation

Name

XEN SOLAN

Address

NEW BUS STAND

Work Description

Providing and Laying renewal coat by providing 30mm thick Bituminous Concrete in Km.1/00 to 2/00 and 2/00 to 3/00

Tender Information

Tender ID

2026_PWD_132197_8

Reference Number

solanAMP2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

90 days

Location

SOLAN

Source Website

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Eligibility / Pre-Qualification

AS PER SBD

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredCOST OF TENDER AND EMD (.pdf)

RequiredREGISTRATION/ENLISTMENT (.pdf)

RequiredEPF REGISTRATION (.pdf)

RequiredGST REGISTRATION (.pdf)

RequiredPAN CARD (.pdf)

RequiredFORM 7/8 OF SBD (.pdf)

RequiredBIDDER CONTACT DETAILS (.pdf)

RequiredWORK DONE CERTIFICATE (.pdf)

RequiredAFFIDAVIT OF LIST OF MACHINERY AS PER SBD (.pdf)

RequiredAFFIDAVIT OF CORRECTNESS OF BID INFORMATION (.pdf)

RequiredOTHER DOCUMENTS AS PER SBD (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹82,000

Important Dates

Last Activity

4 May 2026

Published

21 Mar 2026

Bid Opening

27 Mar 2026

Download Starts

21 Mar 2026

Download Ends

27 Mar 2026

Submission Starts

21 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 and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg (zero point two five to zero point three kilogramme) per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (five zero three) and as per direction of Engineer in charge including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lift and other incidental charges.
2Providing and laying bituminous macadam (BM) 50 (fifty) milimeter with hot mix plant using crushed aggregates of grading 19 (ninteen) milimeter nominal size ( 25-10mm @ 38.7%, 10-5mm @ 43.5% & 5mm & below (stone dust) @ 14.5% of volume of agreegate) as per Table 500.4 ( five zero zero point four) premixed with bituminous binder / bitumen VG-10 @ 3.3% of total weight of mix, transported to site upto all lead laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (five hundred four) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges
3Providing and laying bituminous concrete 30mm (Thirty milimetres) thick with 100-120 (one hundred to 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 @ 5.5 (five point five ) per cent of total weight of mix, agreegate Grading II (thirteen milimetres nominal size) i.e. 13.2 - 10 mm thirty per cent, 10 - 5 mm twenty five per cent, 5 mm and below forty three per cent of volume of agreegate and filler @ 2 per cent of weight of aggregates, 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 zero nine) complete in all respects and as per direction of Engineer in charge including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges.

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

Award of Contract

aoc.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 • 2.90 MB

Work Item Documents

BOQ_195464.xls

BOQ • 0.31 MB

SBD.pdf

Tender Documents • 3.51 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

Ashish Verma

L1₹27.3 LAccepted-AOC

AMIT SHARMA

L2₹27.6 L+₹31,731.38 (1.16%)Rejected-Finance

R O VILLAGE PO NANGAL KHURD TEHSIL HAROLI DISTRICT UNA HP

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg (zero point two five to zero point three kilogramme) per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (five zero three) and as per direction of Engineer in charge including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lift and other incidental charges.
2Providing and laying bituminous macadam (BM) 50 (fifty) milimeter with hot mix plant using crushed aggregates of grading 19 (ninteen) milimeter nominal size ( 25-10mm @ 38.7%, 10-5mm @ 43.5% & 5mm & below (stone dust) @ 14.5% of volume of agreegate) as per Table 500.4 ( five zero zero point four) premixed with bituminous binder / bitumen VG-10 @ 3.3% of total weight of mix, transported to site upto all lead laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (five hundred four) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges
3Providing and laying bituminous concrete 30mm (Thirty milimetres) thick with 100-120 (one hundred to 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 @ 5.5 (five point five ) per cent of total weight of mix, agreegate Grading II (thirteen milimetres nominal size) i.e. 13.2 - 10 mm thirty per cent, 10 - 5 mm twenty five per cent, 5 mm and below forty three per cent of volume of agreegate and filler @ 2 per cent of weight of aggregates, 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 zero nine) complete in all respects and as per direction of Engineer in charge including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg (zero point two five to zero point three kilogramme) per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (five zero three) and as per direction of Engineer in charge including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lift and other incidental charges.

2Providing and laying bituminous macadam (BM) 50 (fifty) milimeter with hot mix plant using crushed aggregates of grading 19 (ninteen) milimeter nominal size ( 25-10mm @ 38.7%, 10-5mm @ 43.5% & 5mm & below (stone dust) @ 14.5% of volume of agreegate) as per Table 500.4 ( five zero zero point four) premixed with bituminous binder / bitumen VG-10 @ 3.3% of total weight of mix, transported to site upto all lead laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (five hundred four) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

3Providing and laying bituminous concrete 30mm (Thirty milimetres) thick with 100-120 (one hundred to 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 @ 5.5 (five point five ) per cent of total weight of mix, agreegate Grading II (thirteen milimetres nominal size) i.e. 13.2 - 10 mm thirty per cent, 10 - 5 mm twenty five per cent, 5 mm and below forty three per cent of volume of agreegate and filler @ 2 per cent of weight of aggregates, 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 zero nine) complete in all respects and as per direction of Engineer in charge including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges.