Tender ID

Technical Eval

Works

Civil Works - Bridges

Construction work of 2 Lane ROB in lieu of L Xing No 96C at Km 200_16-18 on Ambala-Saharanpur rail section in Between Nakur Chilkana road in Distt Saharanpur (Bituminous Work)

UP State Bridge Corporation Limited

ROB 96 C, Nakur-Chilkana road in Distt. Saharanpur | Saharanpur, Uttar Pradesh

Amount: ₹81.7 LCloses: 27 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed27 Mar 2026
Technical Evaluation30 Mar 2026
Award—

Bids

2 Bids30 Mar 2026

#	Company	Status
1	SHREE TIRUPATI CONSTRUCTION Accepted-Technical SHASTRI NAGAR SAHARANPUR \| SAHARANPUR \| UTTAR PRADESH \| 247001	Accepted-Technical Complete Documents
2	vijendra kumar Accepted-Technical	Accepted-Technical Complete Documents

Tender Value

₹81.7 L

EMD Value

₹1.9 L

Closing Date

27 Mar 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Chief Project Manager (Gzb)

Address

Chief Project Manager (Ghaziabad Zone) U.P. State Bridge Corporation Ltd., F-Block New Kavi Nagar Ghaziabad (U.P.) Pin Code No. 201001

Work Description

Construction work of 2 Lane ROB in lieu of L Xing No 96C at Km 200_16-18 on Ambala-Saharanpur rail section in Between Nakur Chilkana road in Distt Saharanpur (Bituminous Work)

Tender Information

Tender ID

2026_UPSBC_1127850_1

Reference Number

4724/30ET/CPM(GZB)/2025-2026

Tender Type

Open Tender

Product Category

Civil Works - Bridges

Form of Contract

Percentage

Period of Work

30 days

Location

ROB 96 C, Nakur-Chilkana road in Distt. Saharanpur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredTechnical Document as per Tender Documents (.pdf)

RequiredAuthorized Address and contact details as per Tender Documents (.pdf)

RequiredQualification information, supporting doc, affidavit and undertaking as specified in Cl 4 of ITB (.pdf)

RequiredUndertaking that the bid shall remain valid for the period specified in clause 15.1 OF ITB (.pdf)

RequiredAny other information/documents required to be completed and submitted by bidders, as per ITB (.pdf)

RequiredContractors Registered As per Tender Documents (.pdf)

RequiredTender Fee and EMD as per Tender Documents (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,900

Tender Fee Payable To

As Per Tender Documents

EMD Fee Amount

₹1.9 L

Important Dates

Last Activity

30 Mar 2026

Published

20 Mar 2026

Bid Opening

27 Mar 2026

Download Starts

20 Mar 2026

Download Ends

27 Mar 2026

Submission Starts

20 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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
1.01	Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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.	423.45	Cum	-	-
1.02	Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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	424.03	Cum	-	-
1.03	Providing and applying Primer Coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.	7,169.25	Sqm	-	-
1.04	Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	10,600.81	Sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Evaluation

tech_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 • 0.77 MB

Work Item Documents

BOQ_2103566.xls

BOQ • 0.33 MB

ROB_96_Tender_Documents.pdf

Tender Documents • 21.71 MB

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Company

SHREE TIRUPATI CONSTRUCTION

Accepted-Technical

SHASTRI NAGAR SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001

vijendra kumar

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
1.01	Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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.	423.45	Cum	-	-
1.02	Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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	424.03	Cum	-	-
1.03	Providing and applying Primer Coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.	7,169.25	Sqm	-	-
1.04	Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	10,600.81	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Laying and Jointing PVC Pipe. Heading

1.01

Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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.

423.45

Cum

1.02

Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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

424.03

Cum

1.03

Providing and applying Primer Coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

7,169.25

Sqm

1.04

Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

10,600.81

Sqm