Tender ID

DEFPROC

Active

Works

Civil Works

SPECIAL REPAIR TO ROAD AT DRONACHAL TOP UNDER GE DRONACHAL

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Dronachal | Bhopal, Madhya Pradesh

Amount: ₹12.1 LCloses: 16 Nov 2026

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Timeline

Published4 Nov 2026
Submission Opens11 Nov 2026
Closes16 Nov 2026
Bid Opening18 Nov 2026

Tender Value

₹12.1 L

EMD Value

₹24,200

Closing Date

16 Nov 2026, 6:00 pm

Tender Inviting Organisation

Name

Col Pawan Kumar, CWE

Address

Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)

Work Description

SPECIAL REPAIR TO ROAD AT DRONACHAL TOP UNDER GE DRONACHAL

Tender Information

Tender ID

2026_MES_797233_1

Reference Number

84362/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

45 days

Location

Dronachal

Source Website

Subscribe to view

Eligibility / Pre-Qualification

AS PER NIT CONDITION

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredApplication for bid on letter head of firm (.pdf)

RequiredScan copy of DD and Earnest money (.pdf)

RequiredEnlistment letter or documents as per Note 1 to 5 of APPENDIX A TO NOTICE INVITING TENDER (.pdf)

RequiredProof of possession of Provident Fund Code Number (.pdf)

RequiredProof of possession of GST Registration Number (.pdf)

Finance

RequiredBills of Quantities (.xls)

RequiredTender documents with errata and amendments (.pdf)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

GE Dronachal

EMD Fee Amount

₹24,200

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Nov 2026

Published

4 Nov 2026

Bid Opening

18 Nov 2026

Download Starts

4 Nov 2026

Download Ends

16 Nov 2026

Submission Starts

11 Nov 2026

Clarification Period

4 Nov 2026 - 11 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed.	110	10 Sqm	-	-
2	M&L for applying evenly a primer/tack coat with bituminous primer at 05kg per 10 Sqm, using paving bitumen (VG-10), complete all as specified and directed)	110	10 Sqm	-	-
3	M&L for premix bituminous macadam (consolidated thickness 75 mm or less) with crushed and graded stone aggregate mixed together with VG-30 grade paving bitumen (4% by weight of total mix) to meet the desired requirement as mentioned in Particular Specification, mixing bituminous concrete in in computerized hot mixing plant, laying and spreading uniformly by means of mechanical paver and roller complete all as specified and directed. Note: (i) Bituminous macadam shall be laid using using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in upper.	35.5	Cum	-	-
4	M&L for Bituminous premix semi dense asphatic concrete 30 mm conslidated thickness with 5.50% binder (paving bitumen VG - 30) by weight of total mix, mixed in computrized hot mix plant laid rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 12 ton capacity complete all as specified and directed. Note : (i) Semi dense asphaltic concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshal Mix Design procedure contained in the Asphalt Manual MS-2 (Sixth edition) as referred in case 3.5.3 of IRC 111.2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced @ Rs 75.30 per Kg.	110	X Sqm	-	-
5	M&L for preparing bituminous surface of road and marking 2.5mm thick centre line, ddashes, arrow etc and the like n exc 10cm wide on road pavement with hotapplied manufactures instruction incl cost of materials, labour T&P claning the road surface of all dirt seal oil, grease and foreign materialetc all as specified and directed.	131	RM	-	-

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 • 0.32 MB

Work Item Documents

BOQ_894250.xls

BOQ • 0.26 MB

84362TenderDocuments.pdf

Tender Documents • 0.94 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed.

110

10 Sqm

M&L for applying evenly a primer/tack coat with bituminous primer at 05kg per 10 Sqm, using paving bitumen (VG-10), complete all as specified and directed)

110

10 Sqm

M&L for premix bituminous macadam (consolidated thickness 75 mm or less) with crushed and graded stone aggregate mixed together with VG-30 grade paving bitumen (4% by weight of total mix) to meet the desired requirement as mentioned in Particular Specification, mixing bituminous concrete in in computerized hot mixing plant, laying and spreading uniformly by means of mechanical paver and roller complete all as specified and directed. Note: (i) Bituminous macadam shall be laid using using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in upper.

35.5

Cum

M&L for Bituminous premix semi dense asphatic concrete 30 mm conslidated thickness with 5.50% binder (paving bitumen VG - 30) by weight of total mix, mixed in computrized hot mix plant laid rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 12 ton capacity complete all as specified and directed. Note : (i) Semi dense asphaltic concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshal Mix Design procedure contained in the Asphalt Manual MS-2 (Sixth edition) as referred in case 3.5.3 of IRC 111.2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced @ Rs 75.30 per Kg.

110

X Sqm

M&L for preparing bituminous surface of road and marking 2.5mm thick centre line, ddashes, arrow etc and the like n exc 10cm wide on road pavement with hotapplied manufactures instruction incl cost of materials, labour T&P claning the road surface of all dirt seal oil, grease and foreign materialetc all as specified and directed.

131