CPPP

Technical Eval

Works

Civil Works

Renovation of existing toilet block with new septic tank at BOP Dalu of 22 BN BSF Under SHQ BSF Tura

DG,BSF,MHA

BOP Dalu of 22 Bn under SHQ BSF Tura | West Garo Hills, Meghalaya

Amount: ₹5.7 LCloses: 11 Apr 2026Closed

Timeline

Published6 Apr 2026
Closed11 Apr 2026
Technical Evaluation15 May 2026
Award—

Bids

2 Bids15 May 2026

#	Company	Status
1	INDRAJEET GHOSH Accepted-Technical	Accepted-Technical Accepted
2	SASHANKA ROY Accepted-Technical	Accepted-Technical Accepted

Tender Value

₹5.7 L

EMD Value

₹11,380

Closing Date

11 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

The Assistant Engineer/AC (Works)

Address

Office of the DIG SHQ BSF Tura

Work Description

Renovation of existing toilet block with new septic tank at BOP Dalu of 22 BN BSF Under SHQ BSF Tura

Tender Information

Tender ID

2026_BSF_904540_1

Reference Number

07/SHQ/BSF/TURA/ENGG/2025-26

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

120 days

Location

BOP Dalu of 22 Bn under SHQ BSF Tura

Source Website

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Eligibility / Pre-Qualification

As per tender documents

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Original Earnest money deposit in favour of DIG SHQ BSF Tura (.pdf)

RequiredCopy of receipt for deposition of original EMD issued from DDO/Engg Officer of any BSF Establishment (.pdf)

RequiredValid Enlistment order/Registration Certificate/License of the contractor of appropriate category. (.pdf)

RequiredCertificate of Registration for GST of the State in which the work is to be taken up (.pdf)

RequiredCopy of Pan Card. (.pdf)

RequiredIT returns last 03 years as applicable (.pdf)

RequiredWork experience/Completion certificate (R M/ Renovation/Upgradation/ Building/Structure works/Road e (.pdf)

RequiredPersonal e-mail ID and contact details of intending bidder on letterhead of firm (.pdf)

RequiredScanned copy of Affidavit (on Rs. 100 bond paper duly notarized) as mentioned in tender notice (.pdf)

Requiredcopy of an undertaking of firm on letter head not being blacklisted/banned by any other Department (.pdf)

Requiredcopy an under taking of site awareness certificate on letter head as mentioned in tender notice (.pdf)

RequiredScanned copy of an undertaking for Any loss manner property will be borne by the contractor (.pdf)

RequiredScanned copy of Labour license certificate (.pdf)

Finance

RequiredBOQ/Finance bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹11,380

Important Dates

Last Activity

15 May 2026

Published

6 Apr 2026

Bid Opening

13 Apr 2026

Download Starts

6 Apr 2026

Download Ends

11 Apr 2026

Submission Starts

6 Apr 2026

Clarification Period

6 Apr 2026 - 11 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 (61 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil	-	Cum	-	-
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.	-	cum	-	-
3	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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	-	Mtr	438.72	-
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 up to 50 m and lift upto 1.5 m.	-	Cum	244.19	-
5	Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete.	-	Cum	872.71	-
6	Providing 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) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)	-	Cum	8,121.07	-
7	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 leveling & dressing & finishing the top smooth.	-	Sqm	933.5	-
8	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)	-	Cum	11,269.45	-
9	Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform	-	Sqm	1,155.19	-
10	Centering and shuttering including strutting, propping etc. and removal of form for all heights Lintels, beams, plinth beams, girders, bressumers and cantilevers	-	Sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

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 • 0.65 MB

Tendernotice_2.pdf

PDF • 0.93 MB

Work Item Documents

BOQ_950752.xls

BOQ • 0.32 MB

Ready to Participate?

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Company

INDRAJEET GHOSH

Accepted-Technical

SASHANKA ROY

Accepted-Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil

Cum

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.

cum

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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

Mtr

438.72

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 m and lift upto 1.5 m.

Cum

244.19

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete.

Cum

872.71

Providing 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) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

Cum

8,121.07

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 leveling & dressing & finishing the top smooth.

Sqm

933.5

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)

Cum

11,269.45

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

Sqm

1,155.19

Centering and shuttering including strutting, propping etc. and removal of form for all heights Lintels, beams, plinth beams, girders, bressumers and cantilevers

Sqm