DEFPROC

Retender

Works

Civil Works

PROVN OF ARTIFICIAL RECHARGE STRUCTURE FOR RAIN WATER HARVESTING NEAR BUILDING No P-65, P-114 AND P-165 AND SPL REP TO WPT ALONGWITH REPAIRS TO WINDOWS SUN SHADE IN BLDG No. P-3 AT WING IV AT ARTILLERY RECORDS UNDER GE NRC

New corrigendum and status change available: Retender.

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Garrison Engineer Nasik Road | Nashik, Maharashtra

Amount: ₹48.2 L

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Timeline

Published7 Apr 2026
Retendered7 Apr 2026

Corrigenda

Corrigendum

2 updatesLatest on 28 Apr 2026Submission Ends:28 Apr 20265 May 2026

Date changes

Download Ends28 Apr 20265 May 2026Submission Ends28 Apr 20265 May 2026Bid Opening30 Apr 20267 May 2026

Tender Value

₹48.2 L

EMD Value

₹96,400

Tender Inviting Organisation

Name

Garrison Engineer Nasik Road

Address

Garrison Engineer Nasik Road AOP Complex Near AOP Gate PO Gandhinagar Nasik 422006

Work Description

As per Tender Documents

Tender Information

Tender ID

2026_MES_759464_1

Reference Number

GE/NRC/8775/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

Garrison Engineer Nasik Road

Source Website

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Eligibility / Pre-Qualification

As per NIT

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

Required1)Scanned Copy of enlistment letter in MES and GST Reg.No should be uploaded (.pdf)

Required2)Scanned copy of application on letter head of firm requesting issue of tender and EPF code number (.pdf)

Required3)Scanned copy of tender fees in form of DD for valid period of Rs.500 in favour of GE Nasik Road (.pdf)

Required4)For unenlisted contractors scanned copy of DOC meeting and DD for earnest money (.pdf)

Required5)Enlistment criteria of MES in class D category a (i) (.pdf)

Required6)For unenlisted firms Affidavit of NO recovery outstanding in any Govt Department (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

Garrison Engineer Nasik Road

EMD Fee Amount

₹96,400

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Apr 2026

Published

7 Apr 2026

Bid Opening

30 Apr 2026

Download Starts

7 Apr 2026

Download Ends

28 Apr 2026

Submission Starts

21 Apr 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (60 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
-	Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed.	-	Each complaints	-	-
-	Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed.	-	Each	-	-
-	Excavating over areas, exc 1.5 m deep and n exc 3 m getting out in soft / loose soil complete all as specified and as directed.	-	Each	-	-
-	Returning filling in, including spreading, levelling, watering and well ramming in layers n. exc. 25 cm in soft/loose soil complete all as specified and as directed.	-	Each	-	-
-	Removing excavated material exc 250 m but n exc 500 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and as directed.	-	Each	-	-
-	M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate in foundation filling and mass concrete complete all as specified and as directed.	-	Each	-	-
-	M&L for brick work sub fly ash modular bricks, straight or curved on plan exc 6m mean radius, built in cement mortar (CM) 1:6 complete all as specified and as directed.	-	Each	-	-
-	M&L for rendering 15mm thick on brick wall or concrete surface in CM 1:6 finished even and smooth without using extra cement complete all as specified and as directed.	-	Each	-	-
-	M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate in surface drains and channels etc complete all as specified and as directed.	-	Each	-	-
-	M&L for rendering 10 mm thick on brick wall or concrete surface in CM 1:6, finished even and smooth without using extra cement complete all as specified and as directed.	-	Each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_850664.xls

BOQ • 0.34 MB

8775PS.pdf

Tender Documents • 0.25 MB

8775SOC.pdf

Additional Documents • 0.28 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed.

Each complaints

Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed.

Each

Excavating over areas, exc 1.5 m deep and n exc 3 m getting out in soft / loose soil complete all as specified and as directed.

Each

Returning filling in, including spreading, levelling, watering and well ramming in layers n. exc. 25 cm in soft/loose soil complete all as specified and as directed.

Each

Removing excavated material exc 250 m but n exc 500 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and as directed.

Each

M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate in foundation filling and mass concrete complete all as specified and as directed.

Each

M&L for brick work sub fly ash modular bricks, straight or curved on plan exc 6m mean radius, built in cement mortar (CM) 1:6 complete all as specified and as directed.

Each

M&L for rendering 15mm thick on brick wall or concrete surface in CM 1:6 finished even and smooth without using extra cement complete all as specified and as directed.

Each

M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate in surface drains and channels etc complete all as specified and as directed.

Each

M&L for rendering 10 mm thick on brick wall or concrete surface in CM 1:6, finished even and smooth without using extra cement complete all as specified and as directed.

Each