CPPP

Financial BO

Works

Civil Works - Buildings

Construction of 10 bedded MI Room at BSF campus Mathura under DIG (HQ) FHQ BSF New Delhi.

DG,BSF,MHA

Hisar, Haryana

Amount: Refer DocsCloses: 25 Mar 2026Closed

Timeline

Published19 Mar 2026
Closed25 Mar 2026
Technical Evaluation9 Jun 2026
Financial Evaluation9 Jun 2026
Award—

Bids

Percentage

3 Bids9 Jun 2026

#	Company	Quoted %	Amount	Rank	Status
1	S KUMAR AND COMPANY L1₹1.4 CrAdmitted-Finance 15 CANAL ROAD ROORKEE ROORKEE HARIDWAR UTTARAKHAND 247667 \| HARIDWAR \| UTTARAKHAND \| 247667	-17.80%	₹1.4 Cr	L1	Admitted-Finance
2	VKC SNVI INFRASTRUCTURE PVT LTD L2₹1.5 Cr+₹4.8 L (3.42%)Admitted-Finance	-14.99%	₹1.5 Cr+₹4.8 L (3.42%)	L2	Admitted-Finance
3	AMARKASHI CONSTRUCTION PRIVATE LIMITED Rejected-Technical	-	-	-	Rejected-Technical Enlistment Not Valid,EPF and ESIC Payment receipt of last month not attached

Tender Value

Refer Docs

EMD Value

₹3.4 L

Closing Date

25 Mar 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Commandant works

Address

FHQ BSF New Delhi

Work Description

Construction of 10 bedded MI Room at BSF campus Mathura under DIG (HQ) FHQ BSF New Delhi.

Tender Information

Tender ID

2026_BSF_903071_1

Reference Number

NIT/FHQ/BSF/CO-W/109/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

365 days

Location

Hisar

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per tender documents

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical

RequiredScanned copy of enlistment order of the contractor as per NIT. (.pdf)

RequiredScanned copy of Electrical license of eligible class of the bidders as per NIT. (.pdf)

RequiredScanned copy of earnest money as per NIT. (.pdf)

RequiredScanned copy of receipt for deposition of EMD as per NIT. (.pdf)

RequiredScanned copy of GST registration certificate with pan card as per NIT. (.pdf)

RequiredScanned copy of Contractors details of contractor in his letter head as per NIT. (.pdf)

RequiredScanned copy of EPF ESIC registration certificate and up to date filed return _Payment of last month (.pdf)

RequiredScanned copy of work experience certificate. (.pdf)

RequiredScanned copy of an affidavit (Rs100) as per NIT. (.pdf)

RequiredScanned copy of Integrity pact certificate as per NIT. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹3.4 L

Important Dates

Last Activity

9 Jun 2026

Published

19 Mar 2026

Bid Opening

27 Mar 2026

Download Starts

19 Mar 2026

Download Ends

25 Mar 2026

Submission Starts

19 Mar 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (109 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1(A) Civil WORK
2	Earth 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.All kinds of soil	389.16	Cum	-	-
3	Excavating trenches by mechanical / 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 :All kinds of soil Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia	101.67	Mtr	-	-
4	Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and for all lift.	377.5	Cum	-	-
5	Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.	40.38	Cum	-	-
6	Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. All kinds of soil.	1,000	Sqm	-	-
7	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	86.86	Cum	-	-
8	Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).	63.15	Sqm	-	-
9	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm 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.	66.88	Sqm	-	-
10	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :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)	5.99	Cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 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

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 • 1.97 MB

Work Item Documents

BOQ_949188.xls

BOQ • 0.56 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

S KUMAR AND COMPANY

L1₹1.4 CrAdmitted-Finance

15 CANAL ROAD ROORKEE ROORKEE HARIDWAR UTTARAKHAND 247667 | HARIDWAR | UTTARAKHAND | 247667

VKC SNVI INFRASTRUCTURE PVT LTD

L2₹1.5 Cr+₹4.8 L (3.42%)Admitted-Finance

AMARKASHI CONSTRUCTION PRIVATE LIMITED

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1(A) Civil WORK
2	Earth 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.All kinds of soil	389.16	Cum	-	-
3	Excavating trenches by mechanical / 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 :All kinds of soil Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia	101.67	Mtr	-	-
4	Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and for all lift.	377.5	Cum	-	-
5	Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.	40.38	Cum	-	-
6	Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. All kinds of soil.	1,000	Sqm	-	-
7	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	86.86	Cum	-	-
8	Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).	63.15	Sqm	-	-
9	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm 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.	66.88	Sqm	-	-
10	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :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)	5.99	Cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1(A) Civil WORK

Earth 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.All kinds of soil

389.16

Cum

Excavating trenches by mechanical / 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 :All kinds of soil Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia

101.67

Mtr

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and for all lift.

377.5

Cum

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

40.38

Cum

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. All kinds of soil.

1,000

Sqm

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

86.86

Cum

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).

63.15

Sqm

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm 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.

66.88

Sqm

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :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)

5.99

Cum