Tender ID

DEFPROC

Active

Works

Civil Works

PROVN OF CONNECTING ROAD,TOE WALL AND FENCING NEAR MES COMPLEX AND PROVN OF 02 DOORS IN BLDG NO. P-28 AT AF STN KANHERI HILLS UNDER GE AF THANE

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Thane, Maharashtra

Amount: ₹37 LCloses: 14 Nov 20267 Nov 20264d left

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Timeline

Published19 Oct 2026
Submission Opens2 Nov 2026
Closes14 Nov 20267 Nov 2026
Bid Opening21 Nov 202614 Nov 2026

Corrigenda

Corrigendum

2 updatesLatest on 7 Nov 2026Submission Ends:7 Nov 202614 Nov 2026

Date changes

Download Ends7 Nov 202614 Nov 2026Submission Ends7 Nov 202614 Nov 2026Bid Opening14 Nov 202621 Nov 2026

Tender Value

₹37 L

EMD Value

₹74,000

Closing Date

14 Nov 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

GE AF THANE

Address

Office of Military Engineer Services ,Garrison Engineer (AF) Thane, Kolshet Road, Sandoz Baugh Post, Thane 400607

Work Description

PROVN OF CONNECTING ROAD,TOE WALL AND FENCING NEAR MES COMPLEX AND PROVN OF 02 DOORS IN BLDG NO. P-28 AT AF STN KANHERI HILLS UNDER GE AF THANE

Tender Information

Tender ID

2026_MES_794820_1

Reference Number

GE (AF) T-71 OF 2026-27 (8688)

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

THANE

Source Website

Subscribe to view

Eligibility / Pre-Qualification

AS PER NOTICE OF TENDER

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredApplication for bid in Firms letter head. (.pdf)

RequiredScanned copy of DD /Bankers Cheque toward cost of tender. (.pdf)

RequiredEnlistment letter issued by the Registering Authority duly renewed for the cycle period in vogue. (.pdf)

RequiredGST Certificate and EPF Certificate. (.pdf)

RequiredRegistration proof of bidder/Firm on E-MB Portal. (.pdf)

RequiredIf Un-enlisted then scanned copy of details enlistment criteria as per NIT and tender documents. (.pdf)

Finance

RequiredTENDER DOCUMENTS (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE AF THANE

EMD Fee Amount

₹74,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Nov 2026

Published

19 Oct 2026

Bid Opening

21 Nov 2026

Download Starts

19 Oct 2026

Download Ends

14 Nov 2026

Submission Starts

2 Nov 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (62 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Grubbing up tree trunk girth of tree exc 100 cm and n. exc. 150 cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site complete all as specified and directed by Engr-in-Charge.	8	EACH	-	-
2	Felling of tree exc.100 cm and n.exc.150 mm girth including cutting of trunk, and branches and stacking of serviceable material and disposal of un-serviceable material to a distance n exc. 50 mtr and clearing site complete all as specified and directed by Engr-in-Charge.	8	EACH	-	-
3	Surface excavation n. exc 45 cm depth and averaging 30 cm deep getting out in hard dence soil complete all as specified and directed by Engr-in-Charge.	360	SQM	-	-
4	Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. as in ordinary rock complete all as specified and directed by Engr-in-Charge.	36	CUM	-	-
5	M&L Hardcore of broken stone boulder of gauge n. exc 63mm, deposited spread and leveled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge.	40	CUM	-	-
6	Rolling and consolidating formation surfaces in cutting with power roller exceeding 8 tonne and not excedding 12 tonne complete all as specified and directed by Engr-in-Charge.	40	PER 10 SQM	-	-
7	M&L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by Engr-in-charge	40	CUM	-	-
8	M&L for 150 mm thick Cement concrete as in PCC road type B-2, 1:2:4 (40 mm graded Stone Agg) complete all as specified and directed by Engr-in-Charge.	400	SQM	-	-
9	M&L for Forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `B' thickness of slab 150mm complete all as specified and directed by Engr-in-Charge.	10	PER 10 RM	-	-
10	Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge.	144	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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Work Item Documents

TD8688.pdf

Tender Documents • 2.02 MB

BOQ_891428.xls

BOQ • 0.73 MB

Corrigendum Documents

CORR.pdf

PDF • 0.85 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Grubbing up tree trunk girth of tree exc 100 cm and n. exc. 150 cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site complete all as specified and directed by Engr-in-Charge.

EACH

Felling of tree exc.100 cm and n.exc.150 mm girth including cutting of trunk, and branches and stacking of serviceable material and disposal of un-serviceable material to a distance n exc. 50 mtr and clearing site complete all as specified and directed by Engr-in-Charge.

EACH

Surface excavation n. exc 45 cm depth and averaging 30 cm deep getting out in hard dence soil complete all as specified and directed by Engr-in-Charge.

360

SQM

Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. as in ordinary rock complete all as specified and directed by Engr-in-Charge.

CUM

M&L Hardcore of broken stone boulder of gauge n. exc 63mm, deposited spread and leveled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge.

CUM

Rolling and consolidating formation surfaces in cutting with power roller exceeding 8 tonne and not excedding 12 tonne complete all as specified and directed by Engr-in-Charge.

PER 10 SQM

M&L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by Engr-in-charge

CUM

M&L for 150 mm thick Cement concrete as in PCC road type B-2, 1:2:4 (40 mm graded Stone Agg) complete all as specified and directed by Engr-in-Charge.

400

SQM

M&L for Forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `B' thickness of slab 150mm complete all as specified and directed by Engr-in-Charge.

PER 10 RM

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge.

144

CUM