Tender ID

DEFPROC

Active

Works

Civil Works

REPAIR/MAINT OF CERTAIN ROAD AND ROAD FURNITURE OF 21 CSR DRONACHAL BASE UNDER GE DRONACHAL

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Dronachal | Bhopal, Madhya Pradesh

Amount: ₹13 LCloses: 12 Nov 20264d left

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Timeline

Published31 Oct 2026
Submission Opens7 Nov 2026
Closes12 Nov 2026
Bid Opening14 Nov 2026

Corrigenda

Corrigendum

1 updatesLatest on 4 Nov 2026

Tender Value

₹13 L

EMD Value

₹26,000

Closing Date

12 Nov 2026, 6:00 pm4d left

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

REPAIR/MAINT OF CERTAIN ROAD AND ROAD FURNITURE OF 21 CSR DRONACHAL BASE UNDER GE DRONACHAL

Tender Information

Tender ID

2026_MES_796825_1

Reference Number

84356/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

₹26,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

31 Oct 2026

Published

31 Oct 2026

Bid Opening

14 Nov 2026

Download Starts

31 Oct 2026

Download Ends

12 Nov 2026

Submission Starts

7 Nov 2026

Clarification Period

31 Oct 2026 - 7 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.	100	10 Sqm	-	-
2	M & L for applying tack coat (VG10) on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course at the rate of 5 kg per 10 sqm of surface complete all as specified and as directed.	100	10 Sqm	-	-
3	M & L for semi dense ashphaltic concrete 30 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and as 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 Marshall Mix Design procedure contained in the Asphalt Institute 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 at the rate of ₹75.30 per kg.	100	10 Sqm	-	-
4	M & L for bituminous macadam not exceeding 75 mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed. Note :- (i) Bituminous macadam 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.	30	Cum	-	-
5	Supply and fixing, in repairs, Solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and as directed.	78	Each	-	-

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

84356TenderDocuments.pdf

Tender Documents • 0.94 MB

BOQ_893765.xls

BOQ • 0.27 MB

Corrigendum Documents

Ammendmentall_84356.pdf

PDF • 0.63 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.

100

10 Sqm

M & L for applying tack coat (VG10) on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course at the rate of 5 kg per 10 sqm of surface complete all as specified and as directed.

100

10 Sqm

M & L for semi dense ashphaltic concrete 30 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and as 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 Marshall Mix Design procedure contained in the Asphalt Institute 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 at the rate of ₹75.30 per kg.

100

10 Sqm

M & L for bituminous macadam not exceeding 75 mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed. Note :- (i) Bituminous macadam 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.

Cum

Supply and fixing, in repairs, Solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and as directed.

Each