DEFPROC

Cancelled

Works

Civil Works

3rd CALL FOR PROVIDING LAYING 40 MM BC 50 MM DBM TACK COAT PRIME COAT ROAD MARKING PROVIDING AND FIXING OF CAT EYES DELINEATORS AND BERM FILLING FOR RESURF WKS FROM KM 9 TO KM 19 ON MALARI GIRTHIDOBALA ROAD UNDER 123 RCC 21 TF SHIVALIK UTTARAKHAND

Dte General Border Roads Organisation

KM 9 TO KM 19 ON MALARI GIRTHIDOBALA ROAD | Chamoli, Uttarakhand

Amount: ₹3.0 CrCloses: 3 Jun 2026Closed

Timeline

Published13 May 2026
Closed3 Jun 2026
Cancelled3 Aug 2026

Bids

3 Bids3 Aug 2026

#	Company	Status
1	M/s Agarwal Brothers Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical
2	M/s Y-2 Enterprises Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical
3	MBR ASSOCIATES Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical

Cancellation Details

Cancellation of Tender

Cancellation of tenderCancellation of tender due to administrative reasonReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 3 Aug 2026

Tender Value

₹3.0 Cr

EMD Value

₹3.7 L

Closing Date

3 Jun 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Chief Engineer Project Shivalik

Address

HQ CE (P) Shivalik Lal Tappad, Majrigrant Haridwar Dehradun road 248140

Work Description

3rd CALL FOR PROVIDING LAYING 40 MM BC 50 MM DBM TACK COAT PRIME COAT ROAD MARKING PROVIDING AND FIXING OF CAT EYES DELINEATORS AND BERM FILLING FOR RESURF WKS FROM KM 9 TO KM 19 ON MALARI GIRTHIDOBALA ROAD UNDER 123 RCC 21 TF SHIVALIK UTTARAKHAND

Tender Information

Tender ID

2026_BRO_755146_3

Reference Number

NIT-17-2025-26

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

150 days

Location

KM 9 TO KM 19 ON MALARI GIRTHIDOBALA ROAD

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per tender documents

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredSigned and Scanned of EMD, working capital and or credit facilities. (.pdf)

RequiredSigned and Scanned copy of Affidavit for Tender Conditions acceptance letter. (.pdf)

RequiredSigned and Scanned copy of Similar work Experience criteria including completion certificate. (.pdf)

RequiredSigned and Scanned copy of Available Bid Capacity Eligibility Criteria, (.pdf)

RequiredSigned and Scanned copy of Affidavit for performance and other requirements as per Clause 8.5.1 (.pdf)

RequiredSigned and Scanned copies arbitration/court cases details of bidder as per Clause 8.5.2 (.pdf)

RequiredSigned and Scanned copies of documents as per Clause 8.6, 8.7 and 8.8. (.pdf)

Finance

RequiredBoq (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹3.7 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Aug 2026

Published

13 May 2026

Bid Opening

9 Jun 2026

Download Starts

15 May 2026

Download Ends

3 Jun 2026

Submission Starts

25 May 2026

Clarification Period

16 May 2026 - 23 May 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Re-Surfacing works road Malari–Girthidobala between km 9.000 to km 19.000
1.01	Providing and laying 40 mm thick compacted Bituminous Concrete (BC) layer using precoated aggregates of grading as per Table 500-17 and satisfying physical requirements of Table 500-16 of MoRTH Specifications for Road and Bridge Works, mixed with 5.4% VG-10 grade bitumen by weight of total mix and 2% cement by weight of total mix as filler, laid with paver finisher and compacted to the required density, complete in all respects as per Clause 504 of MoRTH Specifications.	1	Sqm	-	-
1.02	Providing and laying 50 mm thick compacted Bituminous Macadam (BM) layer using precoated aggregates conforming to grading and physical requirements as per Tables 500-6 and 500-7 of MoRTH Specifications for Road and Bridge Works, mixed with 3.4% VG-10 grade bitumen by weight of total mix, laid and compacted to the specified density for correction works, complete in all respects as per Clause 505 of MoRTH Specifications.	-	Sqm	-	-
1.03	Providing and applying tack coat using bitumen emulsion with mechanical pressure distributor at the rate of 0.25 kg per sqm on the prepared and cleaned bituminous or granular surface, complete in all respects as per Clause 503 of MoRTH Specifications.	1	Sqm	-	-
1.04	Providing and laying road marking with 2.5 mm thick thermoplastic paint conforming to Clause 803 of MoRTH Specifications, including surface preparation and application by fully automatic thermoplastic applicator machine, complete in all respects.	1	Sqm	-	-
1.05	Berm filling well compacted with earth material of proper specifications	1	Cum	-	-
1.06	Road delineators (900 mm) (road way indicators, hazard markers object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC:79 and drawings all complete as per clause 806 of MoRTH specification (01 No every 20 mtr on valley side)	-	Nos	-	-
1.07	Providing and fixing of road studs 100 x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973	-	Nos	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.02 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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.38 MB

Work Item Documents

TBID3.pdf

Tender Documents • 0.77 MB

NIT3.pdf

Additional Documents • 0.23 MB

TCAL3.pdf

Additional Documents • 0.10 MB

BOQ_856922.xls

BOQ • 0.35 MB

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Company

M/s Agarwal Brothers

Admitted-Fee/PreQual/Technical

M/s Y-2 Enterprises

Admitted-Fee/PreQual/Technical

MBR ASSOCIATES

Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Re-Surfacing works road Malari–Girthidobala between km 9.000 to km 19.000
1.01	Providing and laying 40 mm thick compacted Bituminous Concrete (BC) layer using precoated aggregates of grading as per Table 500-17 and satisfying physical requirements of Table 500-16 of MoRTH Specifications for Road and Bridge Works, mixed with 5.4% VG-10 grade bitumen by weight of total mix and 2% cement by weight of total mix as filler, laid with paver finisher and compacted to the required density, complete in all respects as per Clause 504 of MoRTH Specifications.	1	Sqm	-	-
1.02	Providing and laying 50 mm thick compacted Bituminous Macadam (BM) layer using precoated aggregates conforming to grading and physical requirements as per Tables 500-6 and 500-7 of MoRTH Specifications for Road and Bridge Works, mixed with 3.4% VG-10 grade bitumen by weight of total mix, laid and compacted to the specified density for correction works, complete in all respects as per Clause 505 of MoRTH Specifications.	-	Sqm	-	-
1.03	Providing and applying tack coat using bitumen emulsion with mechanical pressure distributor at the rate of 0.25 kg per sqm on the prepared and cleaned bituminous or granular surface, complete in all respects as per Clause 503 of MoRTH Specifications.	1	Sqm	-	-
1.04	Providing and laying road marking with 2.5 mm thick thermoplastic paint conforming to Clause 803 of MoRTH Specifications, including surface preparation and application by fully automatic thermoplastic applicator machine, complete in all respects.	1	Sqm	-	-
1.05	Berm filling well compacted with earth material of proper specifications	1	Cum	-	-
1.06	Road delineators (900 mm) (road way indicators, hazard markers object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC:79 and drawings all complete as per clause 806 of MoRTH specification (01 No every 20 mtr on valley side)	-	Nos	-	-
1.07	Providing and fixing of road studs 100 x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973	-	Nos	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Re-Surfacing works road Malari–Girthidobala between km 9.000 to km 19.000

1.01

Providing and laying 40 mm thick compacted Bituminous Concrete (BC) layer using precoated aggregates of grading as per Table 500-17 and satisfying physical requirements of Table 500-16 of MoRTH Specifications for Road and Bridge Works, mixed with 5.4% VG-10 grade bitumen by weight of total mix and 2% cement by weight of total mix as filler, laid with paver finisher and compacted to the required density, complete in all respects as per Clause 504 of MoRTH Specifications.

Sqm

1.02

Providing and laying 50 mm thick compacted Bituminous Macadam (BM) layer using precoated aggregates conforming to grading and physical requirements as per Tables 500-6 and 500-7 of MoRTH Specifications for Road and Bridge Works, mixed with 3.4% VG-10 grade bitumen by weight of total mix, laid and compacted to the specified density for correction works, complete in all respects as per Clause 505 of MoRTH Specifications.

Sqm

1.03

Providing and applying tack coat using bitumen emulsion with mechanical pressure distributor at the rate of 0.25 kg per sqm on the prepared and cleaned bituminous or granular surface, complete in all respects as per Clause 503 of MoRTH Specifications.

Sqm

1.04

Providing and laying road marking with 2.5 mm thick thermoplastic paint conforming to Clause 803 of MoRTH Specifications, including surface preparation and application by fully automatic thermoplastic applicator machine, complete in all respects.

Sqm

1.05

Berm filling well compacted with earth material of proper specifications

Cum

1.06

Road delineators (900 mm) (road way indicators, hazard markers object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC:79 and drawings all complete as per clause 806 of MoRTH specification (01 No every 20 mtr on valley side)

Nos

1.07

Providing and fixing of road studs 100 x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973

Nos