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PROVN OF COMPREHENSIVE DRAINAGE SYSTEM MIL STN UNDER GE (N) AKHNOOR

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Akhnoor | Jammu, Jammu And Kashmir

Amount: ₹4.7 CrCloses: 5 Nov 2026

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Timeline

Published7 Oct 2026
Pre-Bid Meeting19 Oct 2026
Submission Opens29 Oct 2026
Closes5 Nov 2026
Bid Opening7 Nov 2026

Tender Value

₹4.7 Cr

EMD Value

₹5.5 L

Closing Date

5 Nov 2026, 6:00 pm

Tender Inviting Organisation

Name

Chief Engineer Udhampur Zone

Address

HQ Chief Engineer Udhampur Zone, PIN-900386, C/O 56 APO

Work Description

PROVN OF COMPREHENSIVE DRAINAGE SYSTEM MIL STN UNDER GE (N) AKHNOOR

Tender Information

Tender ID

2026_MES_792596_1

Reference Number

88022-A/E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

690 days

Location

Akhnoor

Source Website

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Eligibility / Pre-Qualification

As per NIT

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Application of letter head of the firm (.pdf)

RequiredScanned copy of DD of requisite amount (.pdf)

RequiredScanned copy of Enlistment letter of the firm duly renewed for the cycle period in vogue (.pdf)

RequiredScanned copy of GST Registration Number (.pdf)

RequiredScanned copy of Integrity Pact as per NIT duly signed by each page of contractor (.pdf)

RequiredScanned copy of documents as per NIT for un-enlisted of contractor (.pdf)

RequiredScanned documents as mentioned in tender and NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Payable To

GE (N) Akhnoor

EMD Fee Amount

₹5.5 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

HQ Chief Engineer Udhampur Zone

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

7 Nov 2026

Download Starts

7 Oct 2026

Download Ends

5 Nov 2026

Submission Starts

29 Oct 2026

Clarification Period

8 Oct 2026 - 19 Oct 2026

Pre-Bid Meeting

19 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (64 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work in excavation by mechanical means Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out in all kind of soil (the excavated soil) and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed.	8,467.9	Cum	-	-
2	Earth work in excavation by mechanical means Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out in hard rock (blasting prohibited) and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed.	932.94	Cum	-	-
3	Earth work in excavation by in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto exceedinbg 1.50m to 3m, including getting out in all kind of soil (the excavated soil) and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed. Note:- Contractor may at his discretion use any means for excavation and width required at site. However payment shall be made for authorized width only as defined in preamble para 3.2.3 to section 3 of MES SSR Part-II.	174.46	Cum	-	-
4	Plain cement concrete type D-2, (1:4:8) using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.	1,036.56	Cum	-	-
5	Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.	366.87	Cum	-	-
6	Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter for fair finished surfaces of concrete flat, complete all as specified.	259.17	Sqm	-	-
7	Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed.	233.57	Cum	-	-
8	Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for fair finished surface of concrete flat, complete all as specified and directed.	3,512.85	Sqm	-	-
9	Mild steel, TMT bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.	25,070.66	Kg	-	-
10	MS TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.	44,550.78	Kg	-	-

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 • 0.37 MB

Work Item Documents

TENDER_compressed.pdf

Tender Documents • 3.24 MB

BOQ_888744.xls

BOQ • 2.62 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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

8,467.9

Cum

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

932.94

Cum

Earth work in excavation by in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto exceedinbg 1.50m to 3m, including getting out in all kind of soil (the excavated soil) and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed. Note:- Contractor may at his discretion use any means for excavation and width required at site. However payment shall be made for authorized width only as defined in preamble para 3.2.3 to section 3 of MES SSR Part-II.

174.46

Cum

Plain cement concrete type D-2, (1:4:8) using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.

1,036.56

Cum

Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.

366.87

Cum

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter for fair finished surfaces of concrete flat, complete all as specified.

259.17

Sqm

Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed.

233.57

Cum

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for fair finished surface of concrete flat, complete all as specified and directed.

3,512.85

Sqm

Mild steel, TMT bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.

25,070.66

MS TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.

44,550.78