Tender ID

DEFPROC

Cancelled

Works

Civil Works - Roads

SURF WK INCL P/L OF GSB 15 CM TH SAND BLANKETING 10 CM TH WMM 10 CM TH WMM 7.5 CM TH DBM 5 CM TH BC 3 CM TH BERM FILLING AND RD MARKING BET KM 5.90 TO 7.30 AND KM 13.50 TO 17.10 ON RD MON-TANG UNDER 100 RCC/15 BRTF (P) SEWAK IN NAGALAND STATE

Dte General Border Roads Organisation

BET KM 5.90-7.30 AND KM 13.50-17.10 ON MON-TANG RD | Mon, Nagaland

Amount: ₹5.6 CrCloses: 5 Mar 2026Closed

Timeline

Published27 Jan 2026
Cancelled11 Feb 2026

Corrigenda

Corrigendum

1 updatesLatest on 28 Jan 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 11 Feb 2026

Tender Value

₹5.6 Cr

EMD Value

₹6.1 L

Closing Date

5 Mar 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Chief Engineer Project Sewak

Address

HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112

Work Description

SURF WK INCL P/L OF GSB 15 CM TH SAND BLANKETING 10 CM TH WMM 10 CM TH WMM 7.5 CM TH DBM 5 CM TH BC 3 CM TH BERM FILLING AND RD MARKING BET KM 5.90 TO 7.30 AND KM 13.50 TO 17.10 ON RD MON-TANG UNDER 100 RCC/15 BRTF (P) SEWAK IN NAGALAND STATE

Tender Information

Tender ID

2026_BRO_750112_1

Reference Number

CE (P) SEWAK/09/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Works

Period of Work

365 days

Location

BET KM 5.90-7.30 AND KM 13.50-17.10 ON MON-TANG RD

Source Website

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Eligibility / Pre-Qualification

As per tender documents

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned and signed copy of Pre-Contract Integrity Pact (.pdf)

RequiredScanned and signed copy of Earnest Money deposit (.pdf)

RequiredScanned and signed copy of all the Eligibility/qualification documents reqd as per tender conditions (.pdf)

RequiredScanned and signed copy of undertaking by tenderer given at Serial Page No. 189 of tender (.pdf)

RequiredScanned and signed copy of details of Equipment, Plants and Vehicles as per format given Page No. 9 (.pdf)

RequiredScanned and signed copy of details of experience for similar work as per format given in Page No. 9 (.pdf)

RequiredScanned and signed copy of tender documents. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹6.1 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

HQ Chief Engineer Project Sewak

Important Dates

Last Activity

11 Feb 2026

Published

27 Jan 2026

Bid Opening

13 Mar 2026

Download Starts

27 Jan 2026

Download Ends

5 Mar 2026

Submission Starts

17 Feb 2026

Clarification Period

27 Jan 2026 - 2 Feb 2026

Pre-Bid Meeting

31 Jan 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1.01	Providing, laying & compaction of 150 mm thick (compacted) GSB (Granular Sub Base) conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge.	21,492.31	Sqm	-	-
1.02	Providing to a depth of 25 mm thick (Compacted) sand blanketing, spraying water, compacting with power roller all complete.	1,898.69	Sqm	-	-
1.03	Providing, Laying and Compaction of 100 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge. (One Layer)	21,777.82	Sqm	-	-
1.04	Providing, Laying and Compaction of 75 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge. (Two Layer)	40,020.16	Sqm	-	-
1.05	Application of Prime Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @7.5 Kg per 10 sqm by mechanical means conforming to clause 502 & table 500-03 of MORT&H specifications for Road and Bridge Works (Fifth Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge	21,777.82	Sqm	1	₹21,777.82
1.06	Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of bitumen of appropriate grade @ 2.5 Kg/10 Sqm conforming to table 500-5 of MORT&H specifications for Road and Bridge Works (Fifth Revision) . on existing bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision)	40,789.65	Sqm	1	₹40,789.65
1.07	Providing, laying and compaction of 50 mm thick (Compacted) DBM (Dense Bituminous Macadam) layer over WMM Surface with pre-coated stone chips grading confirming to Table: 500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 4.5% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) by weight of total mix and 2% filler by weight of total mix grading requirement conforming to clause 500-09 of MORT&H specifications of Road and Bridge Works (Fifth Revision) complete in all respect and all as specified and directed by Engineer-in-Charge.	20,164.65	Sqm	1	₹20,164.65
1.08	Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and 30 mm thick (Compacted) BC (Bituminous Concrete) layer Pre-coated aggregate physical requirement/grading/mix composition confirming to Table: 500-16 and aggregates satisfying the physical requirement of table 500-17 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) requirement as per Clause 507 of MoRT&H Specifications for Road and Bridge Works (5th Revision)	20,625	Sqm	1	₹20,625
1.09	Road Marking with Thermoplastic Paint (2.50 mm thick) conforming to Section 803 of MoRT&H Specifications for Road and Bridge Works (5th Revision) and IRC:35-2015	1,000	Sqm	1	₹1,000
1.1	Earth work in berm filling with selected earth free from roots etc spreading in layers not exceeding 30 cm including watering, rolling & finishing to required slope conforming to clause 305 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and notes of Sch ‘A’ and as directed & approved by Engr-In-Charge	5,881	Cum	1	₹5,881

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.54 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 • 0.37 MB

Work Item Documents

BOQ_840122.xls

BOQ • 0.28 MB

Tender.pdf

Tender Documents • 1.93 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1.01

Providing, laying & compaction of 150 mm thick (compacted) GSB (Granular Sub Base) conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge.

21,492.31

Sqm

1.02

Providing to a depth of 25 mm thick (Compacted) sand blanketing, spraying water, compacting with power roller all complete.

1,898.69

Sqm

1.03

Providing, Laying and Compaction of 100 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge. (One Layer)

21,777.82

Sqm

1.04

Providing, Laying and Compaction of 75 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge. (Two Layer)

40,020.16

Sqm

1.05

Application of Prime Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @7.5 Kg per 10 sqm by mechanical means conforming to clause 502 & table 500-03 of MORT&H specifications for Road and Bridge Works (Fifth Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge

21,777.82

Sqm

₹21,777.82

1.06

Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of bitumen of appropriate grade @ 2.5 Kg/10 Sqm conforming to table 500-5 of MORT&H specifications for Road and Bridge Works (Fifth Revision) . on existing bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision)

40,789.65

Sqm

₹40,789.65

1.07

Providing, laying and compaction of 50 mm thick (Compacted) DBM (Dense Bituminous Macadam) layer over WMM Surface with pre-coated stone chips grading confirming to Table: 500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 4.5% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) by weight of total mix and 2% filler by weight of total mix grading requirement conforming to clause 500-09 of MORT&H specifications of Road and Bridge Works (Fifth Revision) complete in all respect and all as specified and directed by Engineer-in-Charge.

20,164.65

Sqm

₹20,164.65

1.08

Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and 30 mm thick (Compacted) BC (Bituminous Concrete) layer Pre-coated aggregate physical requirement/grading/mix composition confirming to Table: 500-16 and aggregates satisfying the physical requirement of table 500-17 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) requirement as per Clause 507 of MoRT&H Specifications for Road and Bridge Works (5th Revision)

20,625

Sqm

₹20,625

1.09

Road Marking with Thermoplastic Paint (2.50 mm thick) conforming to Section 803 of MoRT&H Specifications for Road and Bridge Works (5th Revision) and IRC:35-2015

1,000

Sqm

₹1,000

1.1

Earth work in berm filling with selected earth free from roots etc spreading in layers not exceeding 30 cm including watering, rolling & finishing to required slope conforming to clause 305 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and notes of Sch ‘A’ and as directed & approved by Engr-In-Charge

5,881

Cum

₹5,881