CPPP

Financial Eval

Works

Civil Works - Others

ARM of CTF(FHQ) 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: ₹19.8 LCloses: 18 Jul 2026Closed

Timeline

Published9 Jul 2026
Closed18 Jul 2026
Technical Evaluation23 Jul 2026
Financial Evaluation24 Jul 2026
Award—

Bids

Percentage

3 Bids24 Jul 2026

#	Company	Amount	Rank	Status
1	ANIL KUMAR GUPTA L1₹15.7 LAccepted-Finance	₹15.7 L	L1	Accepted-Finance Lowest bidder
2	Surender Kumar L2₹18.1 L+₹2.5 L (15.8%)Accepted-Finance	₹18.1 L+₹2.5 L (15.8%)	L2	Accepted-Finance Second lowest bidder
3	K S Contractor L3₹18.3 L+₹2.6 L (16.7%)Accepted-Finance	₹18.3 L+₹2.6 L (16.7%)	L3	Accepted-Finance Third lowest bidder

Tender Value

₹19.8 L

EMD Value

₹39,608

Closing Date

18 Jul 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Officer Commanding

Address

Construction Sqn. NSG Manesar, Gurgaon

Work Description

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

Tender Information

Tender ID

2026_NSG_916766_1

Reference Number

20/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 CTF(FHQ) 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

₹39,608

Important Dates

Last Activity

24 Jul 2026

Published

9 Jul 2026

Bid Opening

20 Jul 2026

Download Starts

9 Jul 2026

Download Ends

18 Jul 2026

Submission Starts

9 Jul 2026

Clarification Period

9 Jul 2026 - 18 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 (282 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.	15	cum	260.3	₹3,904.5
2	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	1	cum	2,123.75	₹2,123.75
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	1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.5	cum	7,878.5	₹3,939.25
3.02	1:5:10 (1 cement: 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)	1	cum	6,189.65	₹6,189.65
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.	7.5	sqm	749.3	₹5,619.75
5	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	0.5	cum	11,505.5	₹5,752.75
6Centering and shuttering including strutting, propping etc. and removal of form for
6.01	Shelves (Cast in situ)	2	sqm	927.25	₹1,854.5

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 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_963436.xls

BOQ • 0.76 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

ANIL KUMAR GUPTA

L1₹15.7 LAccepted-Finance

Surender Kumar

L2₹18.1 L+₹2.5 L (15.8%)Accepted-Finance

K S Contractor

L3₹18.3 L+₹2.6 L (16.7%)Accepted-Finance

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.	15	cum	260.3	₹3,904.5
2	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	1	cum	2,123.75	₹2,123.75
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	1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	0.5	cum	7,878.5	₹3,939.25
3.02	1:5:10 (1 cement: 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)	1	cum	6,189.65	₹6,189.65
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.	7.5	sqm	749.3	₹5,619.75
5	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	0.5	cum	11,505.5	₹5,752.75
6Centering and shuttering including strutting, propping etc. and removal of form for
6.01	Shelves (Cast in situ)	2	sqm	927.25	₹1,854.5

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

₹3,904.5

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

cum

2,123.75

₹2,123.75

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

1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

0.5

cum

7,878.5

₹3,939.25

3.02

1:5:10 (1 cement: 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

6,189.65

₹6,189.65

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.

7.5

sqm

749.3

₹5,619.75

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

0.5

cum

11,505.5

₹5,752.75

6Centering and shuttering including strutting, propping etc. and removal of form for

6.01

Shelves (Cast in situ)

sqm

927.25

₹1,854.5