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Civil Works

NIT No GE/ND-68/2026-27

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE NEW DELHI | New Delhi, Delhi

Amount: Refer DocsCloses: 5 Nov 2026

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Timeline

Published17 Oct 2026
Submission Opens29 Oct 2026
Closes5 Nov 2026
Bid Opening7 Nov 2026

Tender Value

Refer Docs

EMD Value

₹95,220

Closing Date

5 Nov 2026, 6:00 pm

Tender Inviting Organisation

Name

GE NEW DELHI

Address

GE NEW DELHI, SP MARG NAR ABHM GATE NO 5

Work Description

SPL REPAIR TO SEWAGE LINE AT VARIOUS LOCATIONS IN ABHM AND ABHM ANNEXE UNDER GE NEW DELHI

Tender Information

Tender ID

2026_MES_794533_1

Reference Number

NIT No GE/ND-68/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

270 days

Location

GE NEW DELHI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredSCANNED COPY OF APPLICATION ON THE LETTER HEAD OF THE FIRM (.pdf)

RequiredSCANNED COPY OF DD IN FAVOUR OF GE NEW DELHI, DELHI CANTT-21 (.pdf)

RequiredSCANNED COPY OF ENLISTMENT OF THE FIRM (.pdf)

RequiredSCANNED COPY OF GST REGISTRATION NUMBER AND SCANNED COPY OF EPF REGISTRATION NUMBER OF THE FIRM (.pdf)

RequiredSCANNED COPY OF DETAILS OF SIMILAR WORKS EXECUTED BY THE ONE CLASS BELOW ELIGIBLE CLASS CONTRACTOR (.pdf)

RequiredFOR UN-ENLISTED CONTRACTOR, SCANNED COPY OF DOCUMENTS, AFFIDAVITS MEETINGTHE MES ENLISTMENT CRITERIA (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

GE New Delhi

EMD Fee Amount

₹95,220

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Oct 2026

Published

17 Oct 2026

Bid Opening

7 Nov 2026

Download Starts

17 Oct 2026

Download Ends

5 Nov 2026

Submission Starts

29 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (47 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	PHASE I (CARRYOUT SURVERY) :- Carrying out comprehensive engineering topographical, alignment, and sub-surface utility surveys using high-precision Electronic Total Station (ETS) and Dual-Frequency DGPS instruments to map the existing, damaged, and proposed sewage network (300mm dia Main Line and 150mm dia Sub Lines) in strict all as per specifications and direction. The scope of work encompasses establishing permanent concrete Bench Marks tied to standard as per norms, taking spot levels at maximum 10-meter intervals, recording top and invert levels of existing manholes, and utilizing electronic pipe/cable locators or non-destructive Ground Penetrating Radar (GPR) alongside manual trial pits to trace and map all intersecting underground water lines, HT/LT electrical cables, telecom/OFC routes, and storm drains and must ensure horizontal accuracy within ±3mm and vertical leveling loop closure error as per IS code, culminating in the submission of three hard-bound copies and soft files (AutoCAD .dwg and PDF) containing detailed site plans, longitudinal sections (scales 1:500 H and 1:50 V) displaying gradients, chainages, and a comprehensive Utility Conflict Matrix, with possible recommadation for repair of existing sewage line or laying of new sewage line duly marked on drawing, which must be vetted by any govt approved collage complete all as specified and directed.	1	Each Job	-	-
2	PHASE II : During execution or repair of the sewerage line, necessary temporary arrangements for diversion, pumping and continuous disposal of running sewage complete with all required safety appliances, barricading and precautionery measures shall be made by the contractor at his own expense as per site conditions and as directed by Engr in charge and no extra payment shall be admissible on this account. Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for foundation etc and getting out in any type of soil complete all as specified and directed.	75	Cum	-	-
3	Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for foundation etc and getting out in Soft/disintegrated rock complete all as specified and directed.	600	Cum	-	-
4	Excavation in trenches not exc 1.5 mtr wide & exc 1.5 but not exc 3.0 mtr in depth for foundation etc and getting out in Soft/disintegrated rock complete all as specified and directed.	225	Cum	-	-
5	Excavation in trenches not exc 1.5 mtr wide & exc 3.0 but not exc 4.5mtr in depth for foundation etc and getting out in hard rock complete all as specified and directed.	5	Cum	-	-
6	Excavation over areas not exc 1.5 mtr in depth and getting out in any type of soil complete all as specified and directed.	15	Cum	-	-
7	Excavation over areas exc 1.5 mtr and not exc 3 mtr in depth and getting out in soft/ disintegrated rock complete all as specified and directed.	10	Cum	-	-
8	Excavation over areas exc 3 mtr and not exc 4.5 mtr in depth and getting out in hard rock complete all as specified and directed.	2	Cum	-	-
9	Returning filling tn, incl spreading, levelling, watering and well ramming in layer not exc 25 cm in each layer complete all as specified and directed.	279.5	Cum	-	-
10	Removing surplus excavated soil to a distance not exc 50 Mtr & depositing where directed at a level not exc 1.5 Mtr above the starting point complete all as specified and directed.	652.5	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 • 0.25 MB

Work Item Documents

Tender68.pdf

Tender Documents • 0.93 MB

BOQ_891096.xls

BOQ • 1.13 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

PHASE I (CARRYOUT SURVERY) :- Carrying out comprehensive engineering topographical, alignment, and sub-surface utility surveys using high-precision Electronic Total Station (ETS) and Dual-Frequency DGPS instruments to map the existing, damaged, and proposed sewage network (300mm dia Main Line and 150mm dia Sub Lines) in strict all as per specifications and direction. The scope of work encompasses establishing permanent concrete Bench Marks tied to standard as per norms, taking spot levels at maximum 10-meter intervals, recording top and invert levels of existing manholes, and utilizing electronic pipe/cable locators or non-destructive Ground Penetrating Radar (GPR) alongside manual trial pits to trace and map all intersecting underground water lines, HT/LT electrical cables, telecom/OFC routes, and storm drains and must ensure horizontal accuracy within ±3mm and vertical leveling loop closure error as per IS code, culminating in the submission of three hard-bound copies and soft files (AutoCAD .dwg and PDF) containing detailed site plans, longitudinal sections (scales 1:500 H and 1:50 V) displaying gradients, chainages, and a comprehensive Utility Conflict Matrix, with possible recommadation for repair of existing sewage line or laying of new sewage line duly marked on drawing, which must be vetted by any govt approved collage complete all as specified and directed.

Each Job

PHASE II : During execution or repair of the sewerage line, necessary temporary arrangements for diversion, pumping and continuous disposal of running sewage complete with all required safety appliances, barricading and precautionery measures shall be made by the contractor at his own expense as per site conditions and as directed by Engr in charge and no extra payment shall be admissible on this account. Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for foundation etc and getting out in any type of soil complete all as specified and directed.

Cum

Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for foundation etc and getting out in Soft/disintegrated rock complete all as specified and directed.

600

Cum

Excavation in trenches not exc 1.5 mtr wide & exc 1.5 but not exc 3.0 mtr in depth for foundation etc and getting out in Soft/disintegrated rock complete all as specified and directed.

225

Cum

Excavation in trenches not exc 1.5 mtr wide & exc 3.0 but not exc 4.5mtr in depth for foundation etc and getting out in hard rock complete all as specified and directed.

Cum

Excavation over areas not exc 1.5 mtr in depth and getting out in any type of soil complete all as specified and directed.

Cum

Excavation over areas exc 1.5 mtr and not exc 3 mtr in depth and getting out in soft/ disintegrated rock complete all as specified and directed.

Cum

Excavation over areas exc 3 mtr and not exc 4.5 mtr in depth and getting out in hard rock complete all as specified and directed.

Cum

Returning filling tn, incl spreading, levelling, watering and well ramming in layer not exc 25 cm in each layer complete all as specified and directed.

279.5

Cum

Removing surplus excavated soil to a distance not exc 50 Mtr & depositing where directed at a level not exc 1.5 Mtr above the starting point complete all as specified and directed.

652.5

Cum