Tender ID

DEFPROC

Active

Works

Civil Works - Roads

SPECIAL REPAIR AND CONVERSION OF BITUMINOUS ROAD INTO CONCRETE ROAD AND ALLIED WORKS OF INTERNAL ROAD AT PACHMARHI MIL STATION

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

PACHMARHI | Hoshangabad, Madhya Pradesh

Amount: ₹60 LCloses: 1 Dec 2026

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Timeline

Published2 Nov 2026
Submission Opens24 Nov 2026
Closes1 Dec 2026
Bid Opening8 Dec 2026

Tender Value

₹60 L

EMD Value

₹1.1 L

Closing Date

1 Dec 2026, 6:00 pm

Tender Inviting Organisation

Name

CWE JABALPUR

Address

HQ COMMANDER WORKS ENGINEER, SUPPLY MARG, P B NO. 54, JABALPUR-482001

Work Description

SPECIAL REPAIR AND CONVERSION OF BITUMINOUS ROAD INTO CONCRETE ROAD AND ALLIED WORKS OF INTERNAL ROAD AT PACHMARHI MIL STATION

Tender Information

Tender ID

2026_MES_796963_1

Reference Number

83275/E8

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

PACHMARHI

Source Website

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Eligibility / Pre-Qualification

As per NIT

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredFor All contractor, Scanned copy of application and DD/BC towards cost of tender (.pdf)

RequiredFor MES enlisted contractor - Scan copy of Enlistment letter (.pdf)

RequiredOther than MES enlisted contractors Pdf of all documents as required as per Appx-A to NIT (.pdf)

RequiredFor All contractor Scan copy of GSTIN, ESIC and Provident Fund Code number certificate (.pdf)

RequiredFor other than MES enlisted Scan copy of works list of similar nature completed in last three years (.pdf)

Finance

RequiredTender documents (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Payable To

AGE (I) PACHMARHI

EMD Fee Amount

₹1.1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

2 Nov 2026

Published

2 Nov 2026

Bid Opening

8 Dec 2026

Download Starts

2 Nov 2026

Download Ends

1 Dec 2026

Submission Starts

24 Nov 2026

Clarification Period

2 Nov 2026 - 23 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (36 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Schedule "A"	-	-	-	-
2	Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n exc 400 sqm depth exc 50 mm but n exc 100 mm. Complete all as spd and directed.	72	10 Sqm	-	-
3	Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm depth exc 50 mm but n exc 100 mm. Complete all as spd and directed.	118	10 Sqm	-	-
4	Removing excavated material exc 250m but n. exc 500m and depositing where directed at a level n. exc 1.5m above the starting point as specified and directed.	72	Cum	-	-
5	M&L for WBM 75 mm thick (compacted thickness) in one layer of 75mm thick with coarse aggregates (granite/ basalt/ trap) of grading-2 (63mm to 40mm size) or grading-3 (50mm to 20mm size), spread, rolled and consolidated to required gradient and camber with 8 to 10 tonne tandem vibratory roller complete all as specified and directed.	2.55	10 Sqm	-	-
6	M&L for applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 10Kg/ 10Sqm by using mechanical sprayer on black top surface of road complete all as specified.	2.55	10 Sqm	-	-
7	M&L for bituminous premixed asphaltic semi dense concrete 40 mm consolidated thickness with minimum 5.5% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed. Notes:- (i) Bituminous premixed asphaltic semi dense concrete shall be prepared in hot mix plant only. (ii) Bituminous premixed asphaltic semi dense concrete shall be laid with sensor paver only. (iii) Binder content shall be tested at site as directed by Engr-in-Charge.	2.55	10 Sqm	-	-
8	Rolling and consolidating formation surface of road in cutting with 8-12 tonne power roller, including watering & filling indepressions which occur during rolling complete all as specified.	190	10 Sqm	-	-
9	M&L for 100 mm thick dry lean cocrete (DLC) of aggregate gradation as per table 1 of SP 49:2014 having 7 days compressive strength not less than 7 MPa . minimum cement content not less than 140 kg/cum complete as directed.	187	10 Sqm	-	-
10	M&L for 200mm thick cement concrete work in pavement / hardstanding of flexture strength 40 Kg per Sqcm in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less including necessary formwork complete as directed.	374	Cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.81 MB

Work Item Documents

BOQ_893931.xls

BOQ • 0.33 MB

Tender_83275.pdf

Tender Documents • 2.20 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Schedule "A"

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n exc 400 sqm depth exc 50 mm but n exc 100 mm. Complete all as spd and directed.

10 Sqm

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm depth exc 50 mm but n exc 100 mm. Complete all as spd and directed.

118

10 Sqm

Removing excavated material exc 250m but n. exc 500m and depositing where directed at a level n. exc 1.5m above the starting point as specified and directed.

Cum

M&L for WBM 75 mm thick (compacted thickness) in one layer of 75mm thick with coarse aggregates (granite/ basalt/ trap) of grading-2 (63mm to 40mm size) or grading-3 (50mm to 20mm size), spread, rolled and consolidated to required gradient and camber with 8 to 10 tonne tandem vibratory roller complete all as specified and directed.

2.55

10 Sqm

M&L for applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 10Kg/ 10Sqm by using mechanical sprayer on black top surface of road complete all as specified.

2.55

10 Sqm

M&L for bituminous premixed asphaltic semi dense concrete 40 mm consolidated thickness with minimum 5.5% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed. Notes:- (i) Bituminous premixed asphaltic semi dense concrete shall be prepared in hot mix plant only. (ii) Bituminous premixed asphaltic semi dense concrete shall be laid with sensor paver only. (iii) Binder content shall be tested at site as directed by Engr-in-Charge.

2.55

10 Sqm

Rolling and consolidating formation surface of road in cutting with 8-12 tonne power roller, including watering & filling indepressions which occur during rolling complete all as specified.

190

10 Sqm

M&L for 100 mm thick dry lean cocrete (DLC) of aggregate gradation as per table 1 of SP 49:2014 having 7 days compressive strength not less than 7 MPa . minimum cement content not less than 140 kg/cum complete as directed.

187

10 Sqm

M&L for 200mm thick cement concrete work in pavement / hardstanding of flexture strength 40 Kg per Sqcm in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less including necessary formwork complete as directed.

374

Cum