Tender ID

CPPP

Technical Eval

Works

Civil Works

RENOVATION UPGRADATION OF TYPE II 18 (1 TO 18) NOS QTRS AT BN HQ 116 BN NOW 99 BN BSF UNDER SHQ BSF FEROZEPUR (2nd Call)

DG,BSF,MHA

MAMDOT | Firozepur, Punjab

Amount: ₹80.7 LCloses: 1 Apr 2026Closed

Timeline

Published20 Mar 2026
Closed1 Apr 2026
Technical Evaluation12 May 2026
Award—

Bids

2 Bids12 May 2026

#	Company	Status
1	HARDEV SINGH Accepted-Technical	Accepted-Technical AS per NIT
2	Surya Builders Accepted-Technical	Accepted-Technical As per NIT

Tender Value

₹80.7 L

EMD Value

₹1.6 L

Closing Date

1 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

FTR HQ BSF JALANDHAR

Work Description

RENOVATION UPGRADATION OF TYPE II 18 (1 TO 18) NOS QTRS AT BN HQ 116 BN NOW 99 BN BSF UNDER SHQ BSF FEROZEPUR (2nd Call)

Tender Information

Tender ID

2026_BSF_903166_1

Reference Number

58/ENGG/FTR/BSF/JAL/2025-26

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

MAMDOT

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredENLISTMENT ORDER OF THE CONTRACTOR AS PER NIT. (.pdf)

RequiredCOPY OF ELECTRICAL LICENCE OF ELIGIBLE CLASS OF THE BIDDER AS PER NIT (.pdf)

RequiredSCANNED COPY OF EARNEST MONEY AS PER NIT. (.pdf)

RequiredCOPY OF RECEIPT FOR DEPOSITION OF ORIGINAL EMD AS PER NIT (.pdf)

RequiredCONTACT DETAILS OF THE CONTRACTOR AS PER NIT. (.pdf)

RequiredGST REGISTRATION CERTIFICATE AS PER NIT. (.pdf)

RequiredCERTIFICATES OF WORK EXPERIENCE AS PER NIT. (.pdf)

RequiredTO BECOME ELIGIBLE FOR ISSUE OF BID, THE BIDDERS SHALL HAVE TO FURNISH AN NOTARY AFFIDAVIT RS 100 AS (.pdf)

RequiredSCANNED COPY OF PAN CARD (.pdf)

RequiredCERTIFICATE OF INTEGRITY PACT SIGNED BY THE BIDDER AS PER NIT (.pdf)

RequiredEPF AND ESIC REGISTRATION CERTIFICATE AS PER NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.6 L

Important Dates

Last Activity

12 May 2026

Published

20 Mar 2026

Bid Opening

2 Apr 2026

Download Starts

20 Mar 2026

Download Ends

1 Apr 2026

Submission Starts

20 Mar 2026

Clarification Period

20 Mar 2026 - 1 Apr 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 (44 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 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.
5Providing 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
6Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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) : 3 graded stone aggregate 20 mm nominal size).
7Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
8Centering and shuttering including strutting, propping etc. and removal of form for : Shelves (Cast in situ)
9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
10Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.41 MB

Work Item Documents

BOQ_949297.xls

BOQ • 0.38 MB

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Company

HARDEV SINGH

Accepted-Technical

Surya Builders

Accepted-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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 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.
5Providing 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
6Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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) : 3 graded stone aggregate 20 mm nominal size).
7Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
8Centering and shuttering including strutting, propping etc. and removal of form for : Shelves (Cast in situ)
9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
10Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)

3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

4Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 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.

5Providing 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

6Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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) : 3 graded stone aggregate 20 mm nominal size).

7Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform

8Centering and shuttering including strutting, propping etc. and removal of form for : Shelves (Cast in situ)

9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

10Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)