Tender ID

Odisha

Cancelled

Works

Civil Works - Roads

Improvement to road from Railway Fatak to Ainthapali such as laying of Mastic Asphalt over Railway Fatak Over Bridge and Approaches from 0/00 Km to 0/600 Km and providing Strip seal expansion joint for the year 2025-26.

EIC-CIVIL

Sambalpur, Odisha

Amount: ₹72.8 LCloses: 7 Apr 2026Closed

Timeline

Published26 Mar 2026
Closed7 Apr 2026
Cancelled7 Apr 2026

Cancellation Details

Cancellation of Tender

Cancellation of tenderCancellation of tenderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 7 Apr 2026

Tender Value

₹72.8 L

EMD Value

₹73,000

Closing Date

7 Apr 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

SE R AND B DIV-I, SBP

Address

O/O SE R AND B DIV-I, SBP

Work Description

Road Work

Tender Information

Tender ID

2026_EICCL_127644_2

Reference Number

SE/R AND B/SBP/30/2025-26

Tender Type

National Competitive Bid

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

120 days

Location

SAMBALPUR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredGST, PAN, RC, affidavit etc as per DTCN. (.pdf)

Finance

RequiredBill of Quanitity (.xls)

Fee & Financial Details

Tender Fee Amount

₹10,000

EMD Fee Amount

₹73,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Apr 2026

Published

26 Mar 2026

Bid Opening

8 Apr 2026

Download Starts

26 Mar 2026

Download Ends

7 Apr 2026

Submission Starts

26 Mar 2026

Clarification Period

26 Mar 2026 - 6 Apr 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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
2Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared su.(AR, P-169/45)
3Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per Clause 503 of MoRT&H Specifications for Road & Bridge works
4Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade, protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
5Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes as per Technical Specifications and as per Clause - 803.4 of MoRT&H Specifications for Road & Bridge works (5th Revision).
6Dismantling and removing existing damaged expansion joint including stacking the useful materials for reuse and removing the debris within 50M lead.
7Replacement of existing damaged expansion joint by providing and laying of Strip seal expansion joint as per MORT&H specification.
8RCC M-30 grade in wearing coat including steel of CD work with form work using 20mm to 10m size crushed stone aggregate mixed by concrete mixer.Laying in layers and compacting by vibrator and all leads and lifts as per approved drawing and technical specifications and as per section-1500,1600,1700 and 2700 of MORTH specifications Road and Bridge works (5th revision) including cost,conveyance, royalty and other taxes of materials, cost of labour, machinary, T&P etc. complete.
9Providing and fixing of Bidirectional retro reflective Raised Pavement Markers of approved colour/Quality & make conorming to ASTM D-4280 made from injection moulded high impact polymer including cleaning,preparation of surface and fixing at position with approved quality adhesives including cost of all materials,labour,transportation,taxes,duties,sundries,T&P etc. complete

Stage Documents

Stage Summary Snapshot

stage.html

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Cancellation Documents

cancelled_1.pdf

pdf • 0.55 MB

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.31 MB

Work Item Documents

Sl2.pdf

Tender Documents • 1.32 MB

BOQ_586470.xls

BOQ • 0.38 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
2Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared su.(AR, P-169/45)
3Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per Clause 503 of MoRT&H Specifications for Road & Bridge works
4Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade, protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
5Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes as per Technical Specifications and as per Clause - 803.4 of MoRT&H Specifications for Road & Bridge works (5th Revision).
6Dismantling and removing existing damaged expansion joint including stacking the useful materials for reuse and removing the debris within 50M lead.
7Replacement of existing damaged expansion joint by providing and laying of Strip seal expansion joint as per MORT&H specification.
8RCC M-30 grade in wearing coat including steel of CD work with form work using 20mm to 10m size crushed stone aggregate mixed by concrete mixer.Laying in layers and compacting by vibrator and all leads and lifts as per approved drawing and technical specifications and as per section-1500,1600,1700 and 2700 of MORTH specifications Road and Bridge works (5th revision) including cost,conveyance, royalty and other taxes of materials, cost of labour, machinary, T&P etc. complete.
9Providing and fixing of Bidirectional retro reflective Raised Pavement Markers of approved colour/Quality & make conorming to ASTM D-4280 made from injection moulded high impact polymer including cleaning,preparation of surface and fixing at position with approved quality adhesives including cost of all materials,labour,transportation,taxes,duties,sundries,T&P etc. complete

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

2Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared su.(AR, P-169/45)

3Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per Clause 503 of MoRT&H Specifications for Road & Bridge works

4Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade, protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

5Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes as per Technical Specifications and as per Clause - 803.4 of MoRT&H Specifications for Road & Bridge works (5th Revision).

6Dismantling and removing existing damaged expansion joint including stacking the useful materials for reuse and removing the debris within 50M lead.

7Replacement of existing damaged expansion joint by providing and laying of Strip seal expansion joint as per MORT&H specification.

8RCC M-30 grade in wearing coat including steel of CD work with form work using 20mm to 10m size crushed stone aggregate mixed by concrete mixer.Laying in layers and compacting by vibrator and all leads and lifts as per approved drawing and technical specifications and as per section-1500,1600,1700 and 2700 of MORTH specifications Road and Bridge works (5th revision) including cost,conveyance, royalty and other taxes of materials, cost of labour, machinary, T&P etc. complete.

9Providing and fixing of Bidirectional retro reflective Raised Pavement Markers of approved colour/Quality & make conorming to ASTM D-4280 made from injection moulded high impact polymer including cleaning,preparation of surface and fixing at position with approved quality adhesives including cost of all materials,labour,transportation,taxes,duties,sundries,T&P etc. complete