Tender ID

DEFPROC

Active

Works

Civil Works

CA NO GE(N)AMB-87/2026-27 PROVISION OF NEW DRAINS CONNECTING FROM ABDUL HAMID LINES TO MAIN NALA IN SECT A UNDER GE (N) AMBALA CANTT

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE (N) AMBALA CANTT | Ambala, Haryana

Amount: ₹38.8 LCloses: 23 Nov 2026

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Timeline

Published2 Nov 2026
Submission Opens16 Nov 2026
Closes23 Nov 2026
Bid Opening25 Nov 2026

Tender Value

₹38.8 L

EMD Value

₹77,660

Closing Date

23 Nov 2026, 6:00 pm

Tender Inviting Organisation

Name

GE (N) AMBALA CANTT

Address

GE (N) AMBALA CANTT

Work Description

CA NO GE(N)AMB-87/2026-27 PROVISION OF NEW DRAINS CONNECTING FROM ABDUL HAMID LINES TO MAIN NALA IN SECT A UNDER GE (N) AMBALA CANTT

Tender Information

Tender ID

2026_MES_796926_1

Reference Number

GE(N)/AMB-87/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

GE (N) AMBALA CANTT

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per tender document

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredScanned copies of Application and DD (.pdf)

RequiredScanned copies of EPF Account Number uploded (.pdf)

RequiredScanned copies of Enlistment letter and Renewal Enlistment letter uploaded (.pdf)

RequiredScanned copies of GST Registration Number uploded (.pdf)

RequiredScanned copies of working capital and solvency certificate (.pdf)

RequiredThe details of work on letter head as per note No.1 of (NIT for enlisted) (.pdf)

RequiredScanned copies of other relevant documents for Un-Enlisted Contractors (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTender Document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE (N) AMBALA CANTT

EMD Fee Amount

₹77,660

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

2 Nov 2026

Published

2 Nov 2026

Bid Opening

25 Nov 2026

Download Starts

2 Nov 2026

Download Ends

23 Nov 2026

Submission Starts

16 Nov 2026

Clarification Period

2 Nov 2026 - 16 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Material and labour Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth in soft /loose soil and getting out complete all as specified and as directed.	954	Cubic metre	-	-
2	Material and labour for providing PCC (1:4:8), Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete, complete all as specified and as directed.	86	Cubic metre	-	-
3	Material and labour brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar (1:4), complete all as specified and as directed .	400	Cubic metre	-	-
4	Material and labour for Providing cement concrete (1:2:4), Type B1 (using 20 mm graded stone aggregate) as in copings, kneelers, apex stones, and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed	16	Cubic metre	-	-
5	Material and labour for rendering 15 mm thick, up to any height on fair faces of brick work or concrete surfaces in cement mortar (1:4) and finished even and smooth without using extra cement, complete all as specified and as directed.	1,330	Square metre	-	-
6	Material and labour for plain cement concrete (1:2:4), type B2 (using 40 mm graded mechanically crushed stone aggreagate), as in surface channels and drains complete all as specified and directed.	23	Cubic metre	-	-
7	Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25 mm thick each layer, complete all as specified and as directed .	150	Cubic metre	-	-
8	Removing surplus excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified and as directed .	804	Cubic metre	-	-
9	Supply and fixing factory made 100 mm thick, heavy duty, perforated precast steel fibre reinforced concrete (SFRC) drain cover slab of size 1200 mm x 450 mm, shape conforming to relevant IS standards, using high strength performance M-30 grade concrete and steel fibre (low carbon, cold drawn hooked steel fibre) along with traditional reinforcement grid using TMT bars or welded wire mesh grid, including two or more heavy gauge galvanized steel hooks to enable mechanical lifter transport. Each slab having edge protection using a minimum 2 mm thick MS sheet band or C-channel strip, including all necessary finishing & placed in perfect line and level, complete all as specified & directed.	150	Each	-	-
10	Supply and fixing factory made 100 mm thick, heavy duty, perforated precast steel fibre reinforced concrete (SFRC) drain cover slab of size 1000 mm x 450 mm, shape conforming to relevant IS standards, using high strength performance M-30 grade concrete and steel fibre (low carbon, cold drawn hooked steel fibre) along with traditional reinforcement grid using TMT bars or welded wire mesh grid, including two or more heavy gauge galvanized steel hooks to enable mechanical lifter transport. Each slab having edge protection using a minimum 2 mm thick MS sheet band or C-channel strip, including all necessary finishing & placed in perfect line and level, complete all as specified & directed.	52	Each	-	-

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 • 0.13 MB

Work Item Documents

BOQ_893878.xls

BOQ • 7.42 MB

Tenderdocument.pdf

Tender Documents • 1.04 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Material and labour Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth in soft /loose soil and getting out complete all as specified and as directed.

954

Cubic metre

Material and labour for providing PCC (1:4:8), Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete, complete all as specified and as directed.

Cubic metre

Material and labour brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar (1:4), complete all as specified and as directed .

400

Cubic metre

Material and labour for Providing cement concrete (1:2:4), Type B1 (using 20 mm graded stone aggregate) as in copings, kneelers, apex stones, and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed

Cubic metre

Material and labour for rendering 15 mm thick, up to any height on fair faces of brick work or concrete surfaces in cement mortar (1:4) and finished even and smooth without using extra cement, complete all as specified and as directed.

1,330

Square metre

Material and labour for plain cement concrete (1:2:4), type B2 (using 40 mm graded mechanically crushed stone aggreagate), as in surface channels and drains complete all as specified and directed.

Cubic metre

Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25 mm thick each layer, complete all as specified and as directed .

150

Cubic metre

Removing surplus excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified and as directed .

804

Cubic metre

Supply and fixing factory made 100 mm thick, heavy duty, perforated precast steel fibre reinforced concrete (SFRC) drain cover slab of size 1200 mm x 450 mm, shape conforming to relevant IS standards, using high strength performance M-30 grade concrete and steel fibre (low carbon, cold drawn hooked steel fibre) along with traditional reinforcement grid using TMT bars or welded wire mesh grid, including two or more heavy gauge galvanized steel hooks to enable mechanical lifter transport. Each slab having edge protection using a minimum 2 mm thick MS sheet band or C-channel strip, including all necessary finishing & placed in perfect line and level, complete all as specified & directed.

150

Each

Supply and fixing factory made 100 mm thick, heavy duty, perforated precast steel fibre reinforced concrete (SFRC) drain cover slab of size 1000 mm x 450 mm, shape conforming to relevant IS standards, using high strength performance M-30 grade concrete and steel fibre (low carbon, cold drawn hooked steel fibre) along with traditional reinforcement grid using TMT bars or welded wire mesh grid, including two or more heavy gauge galvanized steel hooks to enable mechanical lifter transport. Each slab having edge protection using a minimum 2 mm thick MS sheet band or C-channel strip, including all necessary finishing & placed in perfect line and level, complete all as specified & directed.

Each