CPPP

Financial Eval

Works

Civil Works - Others

ARM of Logistics Support Group Buildings at NSG Campus Manesar for the year 2026-27(SH Civil and Electrical Maintenance)

DG,National Security Guard,MHA

NSG Campus Manesar | Gurugram, Haryana

Amount: ₹26.7 LCloses: 27 Jul 2026Closed

Timeline

Published20 Jul 2026
Closed27 Jul 2026
Technical Evaluation1 Aug 2026
Financial Evaluation1 Aug 2026
Award—

Bids

Percentage

5 Bids1 Aug 2026

#	Company	Amount	Rank	Status
1	ANIL KUMAR GUPTA L1₹20.9 LAccepted-Finance	₹20.9 L	L1	Accepted-Finance Lowest Bidder
2	K S Contractor L2₹21.1 L+₹21,927.66 (1.05%)Accepted-Finance	₹21.1 L+₹21,927.66 (1.05%)	L2	Accepted-Finance 2nd Lowest Bidder
3	Vishwakarma Furniture and Associates L3₹21.7 L+₹80,223.13 (3.84%)Accepted-Finance	₹21.7 L+₹80,223.13 (3.84%)	L3	Accepted-Finance 3rd Lowest Bidder
4	Suresh Kumar L4₹22.7 L+₹1.8 L (8.67%)Accepted-Finance	₹22.7 L+₹1.8 L (8.67%)	L4	Accepted-Finance 4th Lowest Bidder
5	Surender Kumar Not Admitted-Fee/PreQual/Technical	-	-	Not Admitted-Fee/PreQual/Technical EMD/Fee not received

Tender Value

₹26.7 L

EMD Value

₹53,482

Closing Date

27 Jul 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Officer Commanding

Address

Construction Sqn. NSG Manesar

Work Description

ARM of Logistics Support Group Buildings at NSG Campus Manesar for the year 2026-27(SH Civil and Electrical Maintenance)

Tender Information

Tender ID

2026_NSG_918093_1

Reference Number

26/CS/2026-27/NSG

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

240 days

Location

NSG Campus Manesar

Source Website

Subscribe to view

Eligibility / Pre-Qualification

ARM of Logistics Support Group Buildings at NSG Campus Manesar for the year 2026-27(SH Civil and Electrical Maintenance)

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredTender notice (.pdf)

RequiredTechnical bid (.pdf)

Finance

RequiredFinancial bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹53,482

Important Dates

Last Activity

1 Aug 2026

Published

20 Jul 2026

Bid Opening

28 Jul 2026

Download Starts

20 Jul 2026

Download Ends

27 Jul 2026

Submission Starts

20 Jul 2026

Clarification Period

20 Jul 2026 - 27 Jul 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (172 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
1.01	All kinds of soil.	5	cum	260.3	₹1,301.5
2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:
2.01	All kinds of soil	-	-	-	-
2.02	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia	5	metre	352.15	₹1,760.75
3Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth
3.01	1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	1.01	cum	8,340.85	₹8,424.26
3.02	1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)	4.55	cum	6,518.6	₹29,659.63
4	Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	15	sqm	749.3	₹11,239.5
5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

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 • 0.47 MB

Tendernotice_2.pdf

PDF • 1.28 MB

Work Item Documents

BOQ_964829.xls

BOQ • 0.60 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

ANIL KUMAR GUPTA

L1₹20.9 LAccepted-Finance

K S Contractor

L2₹21.1 L+₹21,927.66 (1.05%)Accepted-Finance

Vishwakarma Furniture and Associates

L3₹21.7 L+₹80,223.13 (3.84%)Accepted-Finance

Suresh Kumar

L4₹22.7 L+₹1.8 L (8.67%)Accepted-Finance

Surender Kumar

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
1.01	All kinds of soil.	5	cum	260.3	₹1,301.5
2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:
2.01	All kinds of soil	-	-	-	-
2.02	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia	5	metre	352.15	₹1,760.75
3Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth
3.01	1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	1.01	cum	8,340.85	₹8,424.26
3.02	1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)	4.55	cum	6,518.6	₹29,659.63
4	Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	15	sqm	749.3	₹11,239.5
5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

1.01

All kinds of soil.

cum

260.3

₹1,301.5

2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:

2.01

All kinds of soil

2.02

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

metre

352.15

₹1,760.75

3Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth

3.01

1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

1.01

cum

8,340.85

₹8,424.26

3.02

1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

4.55

cum

6,518.6

₹29,659.63

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

sqm

749.3

₹11,239.5

5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: