Tender ID

Cancelled

Works

Civil Works - Bridges

Construction of Road Work at 02 Lane Railway Over Bridge Crossing no. 546 (Mathura Palwal Rail Section) on N.H.-19 (Dautana) Nandgaon Barsana Marg in District Mathura (U.P.)

UP State Bridge Corporation Limited

Nandgaon Barsana Marg | Mathura, Uttar Pradesh

Amount: ₹82.4 LCloses: 11 Apr 2026Closed

Timeline

Published26 Mar 2026
Closed11 Apr 2026
Cancelled13 Apr 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderConstruction of Road Work at 02 Lane Railway Over Bridge Crossing no. 546 (Mathura Palwal Rail Section) on N.H.-19 (Dautana) Nandgaon Barsana Marg in District Mathura (U.P.)Reason: Minimum Bids Not ReceivedDocument: cancelled_1.pdf

Published 13 Apr 2026

Tender Value

₹82.4 L

EMD Value

₹1.6 L

Closing Date

11 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Chief Project Manager

Address

H.N.5, Vishwakarma Enclave Ext., Shastripuram Road, Sikandra, Agra

Work Description

Construction of Road Work at 02 Lane Railway Over Bridge Crossing no. 546 (Mathura Palwal Rail Section) on N.H.-19 (Dautana) Nandgaon Barsana Marg in District Mathura (U.P.)

Tender Information

Tender ID

2026_UPSBC_1130356_1

Reference Number

2104/ET/CPM/Agra/2025-26 Date 25.03.2026

Tender Type

Open Tender

Product Category

Civil Works - Bridges

Form of Contract

Percentage

Period of Work

60 days

Location

Nandgaon Barsana Marg

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechnical Document (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,900

Tender Fee Payable To

As per tender document

EMD Fee Amount

₹1.6 L

Important Dates

Last Activity

13 Apr 2026

Published

26 Mar 2026

Bid Opening

11 Apr 2026

Download Starts

26 Mar 2026

Download Ends

11 Apr 2026

Submission Starts

26 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 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1(A) ROAD WORK IN R.E. WALL PORTION
1.01	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Wet Mix Macadam)	273	Cum	-	-
1.02	Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Granular Sub-Base with Graded Material )	396	Cum	-	-
2(B) SERVICE ROAD WORK
2.01	Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Earth work in filling )	-	Cum	-	-
2.02	Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.2 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. 507 complete in all respects (Bituminous Concrete Grading-1)	-	Cum	-	-
2.03	Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total 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. 505 complete in all respects. (Dense Graded Bituminous Macadam Grading-2)	-	Cum	-	-
2.04	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Wet Mix Macadam)	-	Cum	-	-
2.05	Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Granular Sub-Base with Graded Material )	-	Cum	-	-
2.06	Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Tack Coat )	-	Sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.18 MB

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 • 8.35 MB

Work Item Documents

BOQ_2108662.xls

BOQ • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1(A) ROAD WORK IN R.E. WALL PORTION
1.01	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Wet Mix Macadam)	273	Cum	-	-
1.02	Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Granular Sub-Base with Graded Material )	396	Cum	-	-
2(B) SERVICE ROAD WORK
2.01	Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Earth work in filling )	-	Cum	-	-
2.02	Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.2 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. 507 complete in all respects (Bituminous Concrete Grading-1)	-	Cum	-	-
2.03	Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total 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. 505 complete in all respects. (Dense Graded Bituminous Macadam Grading-2)	-	Cum	-	-
2.04	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Wet Mix Macadam)	-	Cum	-	-
2.05	Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Granular Sub-Base with Graded Material )	-	Cum	-	-
2.06	Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Tack Coat )	-	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1(A) ROAD WORK IN R.E. WALL PORTION

1.01

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Wet Mix Macadam)

273

Cum

1.02

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Granular Sub-Base with Graded Material )

396

Cum

2(B) SERVICE ROAD WORK

2.01

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Earth work in filling )

Cum

2.02

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.2 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. 507 complete in all respects (Bituminous Concrete Grading-1)

Cum

2.03

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total 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. 505 complete in all respects. (Dense Graded Bituminous Macadam Grading-2)

Cum

2.04

Cum

2.05

Cum

2.06

Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Tack Coat )

Sqm