DEFPROC

To Be Opened

Works

Civil Works

SPECIAL REPAIR TO ROAD FROM QM OFFICE TO REZANGLA BLOCK AT THE INF SCHOOL UNDER GE MIS MHOW

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

HQ CWE MHOW | Indore, Madhya Pradesh

Amount: ₹9.7 LCloses: 15 Jun 20268 Jun 2026Closed

Timeline

Published18 May 2026
Submission Opens2 Jun 2026
Closed15 Jun 20268 Jun 2026
Bid Opening17 Jun 202610 Jun 2026

Corrigenda

Corrigendum

1 updatesLatest on 8 Jun 2026Submission Ends:8 Jun 202615 Jun 2026

Date changes

Download Ends8 Jun 202615 Jun 2026Submission Ends8 Jun 202615 Jun 2026Bid Opening10 Jun 202617 Jun 2026

Tender Value

₹9.7 L

EMD Value

₹20,000

Closing Date

15 Jun 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

CWE MHOW

Address

HQ CWE MHOW, MHOW CANTT, MHOW (M.P)-453441

Work Description

SPECIAL REPAIR TO ROAD FROM QM OFFICE TO REZANGLA BLOCK AT THE INF SCHOOL UNDER GE MIS MHOW

Tender Information

Tender ID

2026_MES_766130_1

Reference Number

CWE/MHOW/05(T) OF 2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

HQ CWE MHOW

Source Website

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Eligibility / Pre-Qualification

Please refer Tender docs

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredFor enlisted contractor (a) Scanned copy of the enlistment letter and details in MES. (.pdf)

RequiredScanned copy of application on firm letter head and DD of Rs.500/- in favour of GE (M)Inf School (.pdf)

Required(c) Scanned copy of Provident Fund Code Number and GST registration number. (.pdf)

RequiredFor un-enlisted contractor (i) Scanned copy of documents meeting eligible criteria for class E in ME (.pdf)

Required(ii) Scanned copy of DD as per serial No. (b) above and EMD as per NIT (.pdf)

Required(iii) Scanned copy of application and affidavit of no recovery outstanding from any Govt. dept. (.pdf)

Required(iv) Scanned copy of Provident Fund Code Number and GST registration No. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE (M) Inf School Mhow

EMD Fee Amount

₹20,000

Important Dates

Last Activity

18 May 2026

Published

18 May 2026

Bid Opening

17 Jun 2026

Download Starts

18 May 2026

Download Ends

15 Jun 2026

Submission Starts

2 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as specified and directed.	46	Sqm	-	-
2	M&L for hardcore of gauge n exc. 63 mm,of broken stone deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.	3.45	Cum	-	-
3	M&L for PCC 1:3:6 type C2 using 40mm graded agrregate 100mm thick as in Sub base/ Sub floor/ Pavings complete all as specified and directed.	46	Sqm	-	-
4	M&L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.	46	Sqm	-	-
5	M&L 150mm thick (spread thickness) two layer of soling with broken boulders or quarried stone (granite/trap/basalt) interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8-10 tonne power roller, complete all as specified and directed.	60	Per Ten Sqm	-	-
6	M&L 75mm thick water bound macadam in two equal layers of 75mm each (compacted thickness) with coarse aggregate of stone (granite/basalt/trap) 63mm to 40mm size, spread rolled and consolidated to required gradient & camber with 8-10 tonne power roller, complete all as specified and directed.	55	Per Ten Sqm	-	-
7	M&L for premix bituminous macadam (consolidated thickness not more than 75 mm) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8-10 tonne power roller to required gradient and camber up to outer edges of roads on existing black top surfaces complete all as specified and directed.	45	Cum	-	-

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 • 0.24 MB

Work Item Documents

BOQ_858024.xls

BOQ • 5.62 MB

Make05T.pdf

Tender Documents • 0.24 MB

GenralPagesAndConditions05T.pdf

Tender Documents • 0.64 MB

ParticularSpecifications05T.pdf

Tender Documents • 0.40 MB

SpecialCondition05T.pdf

Tender Documents • 0.23 MB

Credit05T.pdf

Tender Documents • 0.09 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as specified and directed.

Sqm

M&L for hardcore of gauge n exc. 63 mm,of broken stone deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

3.45

Cum

M&L for PCC 1:3:6 type C2 using 40mm graded agrregate 100mm thick as in Sub base/ Sub floor/ Pavings complete all as specified and directed.

Sqm

M&L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.

Sqm

M&L 150mm thick (spread thickness) two layer of soling with broken boulders or quarried stone (granite/trap/basalt) interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8-10 tonne power roller, complete all as specified and directed.

Per Ten Sqm

M&L 75mm thick water bound macadam in two equal layers of 75mm each (compacted thickness) with coarse aggregate of stone (granite/basalt/trap) 63mm to 40mm size, spread rolled and consolidated to required gradient & camber with 8-10 tonne power roller, complete all as specified and directed.

Per Ten Sqm

M&L for premix bituminous macadam (consolidated thickness not more than 75 mm) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8-10 tonne power roller to required gradient and camber up to outer edges of roads on existing black top surfaces complete all as specified and directed.

Cum