CPPP

Technical Eval

Works

Civil Works - Buildings

Construction of MT Garage at 56 Bn SSB Bathnaha

DG Sashastra Seema Bal,MHA

56 Bn SSB Bathnaha | Araria, Bihar

Amount: ₹87.2 LCloses: 7 Apr 2026Closed

Timeline

Published25 Mar 2026
Closed7 Apr 2026
Technical Evaluation9 Apr 2026
Award—

Bids

7 Bids9 Apr 2026

#	Company	Status
1	ANIL KUMAR PODDAR Accepted-Technical	Accepted-Technical As Per NIT Document
2	BHOLI NATH ROY Accepted-Technical	Accepted-Technical As Per NIT Document
3	DILIP KUMAR MISHRA Accepted-Technical	Accepted-Technical As Per NIT Document
4	JP TRADERS Accepted-Technical	Accepted-Technical As Per NIT Document
5	KAILASH KUMAR JHA Accepted-Technical	Accepted-Technical As Per NIT Document

Tender Value

₹87.2 L

EMD Value

₹1.7 L

Closing Date

7 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Office of The DIG, SHQ, SSB, Purnea

Work Description

Construction of MT Garage at 56 Bn SSB Bathnaha

Tender Information

Tender ID

2026_SSB_903605_1

Reference Number

EE/SHQP/24/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Works

Period of Work

300 days

Location

56 Bn SSB Bathnaha

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

RequiredDrawing (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.7 L

Pre-Bid Meeting

Meeting Place

Office of The DIG, SHQ, SSB, Purnea

Important Dates

Last Activity

9 Apr 2026

Published

25 Mar 2026

Bid Opening

8 Apr 2026

Download Starts

25 Mar 2026

Download Ends

7 Apr 2026

Submission Starts

25 Mar 2026

Clarification Period

25 Mar 2026 - 27 Mar 2026

Pre-Bid Meeting

27 Mar 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 (20 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. All kinds of soil.
2	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 up to 50 and for all lift	144.25	Cum	-	-
3	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	204.75	Cum	-	-
4	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)	11.33	Cum	-	-
5	Reinforced 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 f loor five level, excluding cost of centering, shuttering, finishing and reinforcement : 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)	35.29	cum	-	-
6	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete	217.98	sqm	-	-
7	Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers	55.06	sqm	-	-
8	Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Cold twisted bars	2,524.22	Kg	-	-
9	Brick work with common burant clay F.P.S.(non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)	58.8	Cum	-	-
10	Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost) Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	4.8	kg	-	-

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

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 • 3.90 MB

Tendernotice_2.pdf

PDF • 1.02 MB

Work Item Documents

BOQ_949783.xls

BOQ • 0.35 MB

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Company

Accepted-Technical

Accepted-Technical

Accepted-Technical

Accepted-Technical

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, 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.
2	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 up to 50 and for all lift	144.25	Cum	-	-
3	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	204.75	Cum	-	-
4	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)	11.33	Cum	-	-
5	Reinforced 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 f loor five level, excluding cost of centering, shuttering, finishing and reinforcement : 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)	35.29	cum	-	-
6	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete	217.98	sqm	-	-
7	Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers	55.06	sqm	-	-
8	Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Cold twisted bars	2,524.22	Kg	-	-
9	Brick work with common burant clay F.P.S.(non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)	58.8	Cum	-	-
10	Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost) Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	4.8	kg	-	-

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. All kinds of soil.

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 up to 50 and for all lift

144.25

Cum

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

204.75

Cum

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)

11.33

Cum

Reinforced 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 f loor five level, excluding cost of centering, shuttering, finishing and reinforcement : 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)

35.29

cum

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

217.98

sqm

Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers

55.06

sqm

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Cold twisted bars

2,524.22

Brick work with common burant clay F.P.S.(non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

58.8

Cum

Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost) Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

4.8