Tripura

Active

Works

Civil Works

Construction of Vehicle parking shed for heavy vehicles

Addl Director General of Police

7th Bn TSR, HQr Sangkumabari, Jampuijala | Sepahijala, Tripura

Amount: ₹14.2 LCloses: 2 Nov 2026

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Timeline

Published13 Oct 2026
Closes2 Nov 2026
Bid Opening2 Nov 2026

Tender Value

₹14.2 L

EMD Value

₹28,438

Closing Date

2 Nov 2026, 4:00 pm

Tender Inviting Organisation

Name

Jyotisman Daschaudhuri, Commandant, 7th Bn TSR(IR-

Address

7th Bn TSR, HQr Sangkumabari, Jampuijala

Work Description

Construction of Vehicle parking shed for heavy vehicles at 7th Bn TSR, HQr Sangkumabari, Jampuijala

Tender Information

Tender ID

2026_CC5_78044_1

Reference Number

CO7th /DNIT/04/2026-27(2nd Call)

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Location

7th Bn TSR, HQr Sangkumabari, Jampuijala

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

Requiredi) Registration of the firm/Registration as Civil Bidder/Partnership deed/ Articles of Association (.pdf)

Requiredii) Valid license regarding engagement of workers in the contract works from Labour Department, Gove (.pdf)

RequiredDownloaded DNIT as a proof of acceptance of all terms conditions in the DNIT. (.pdf)

RequiredProfessional Tax Clearance certificate, (.pdf)

RequiredGoods Service Tax certificate, PAN Card, Aadhar Card (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹28,438

Important Dates

Last Activity

13 Oct 2026

Published

13 Oct 2026

Bid Opening

2 Nov 2026

Download Starts

13 Oct 2026

Download Ends

2 Nov 2026

Submission Starts

13 Oct 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 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1.1	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m widh 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.	19.87	cum	231.6	₹4,602.36
1.2	Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slop, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.	28.82	cum	1,177.3	₹33,927.43
1.3	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level: (i) 1:3:6 ( 1 Cement: 3 fine sand: 6 graded well burnt brick aggregate 40 mm nominal size).	2.88	cum	9,295.7	₹26,734.43
1.4	(ii) 1:11/2 : 3 ( 1 Cement: 11/2 fine sand : 3 graded well burnt brick aggregate 20 mm nominal size)	8.32	cum	11,160.6	₹92,856.19
1.5	Centering shuttering including strutting, propping etc. and removal of form work for : (i) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank.	56.35	sqm	570	₹32,119.5
1.6	First class brick work in foundation and plinth including cost of all materials as required com0plete:-In cement mortar 1:4 ( 1 cement : 4 fine sand)	11.18	cum	9,845.2	₹1,10,059.49
1.7	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (i) Hot finished welded type tubes.	4,150	kg	146.2	₹6,06,730
1.8	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto 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.	51.75	cum	338.6	₹17,522.55
1.9	12 mm cement plaster of mix in/c. neat cement punning (i) Cement mortar 1:4 ( 1 Cement : 4 fine sand)	15	sqm	281	₹4,215
2	Supply & installation of pre-painted Galvalume sheets roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zine Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 x 55mm) with EPDM washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required and as per direction of Engineer-in-charge (i) 0.50mm thickness.	319.46	sqm	939.2	₹3,00,036.83

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.57 MB

Work Item Documents

dnit121026.pdf

Tender Documents • 19.66 MB

dnit555.pdf

Tender Documents • 19.82 MB

BOQ_79454.xls

BOQ • 0.29 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1.1

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m widh 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.

19.87

cum

231.6

₹4,602.36

1.2

Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slop, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

28.82

cum

1,177.3

₹33,927.43

1.3

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level: (i) 1:3:6 ( 1 Cement: 3 fine sand: 6 graded well burnt brick aggregate 40 mm nominal size).

2.88

cum

9,295.7

₹26,734.43

1.4

(ii) 1:11/2 : 3 ( 1 Cement: 11/2 fine sand : 3 graded well burnt brick aggregate 20 mm nominal size)

8.32

cum

11,160.6

₹92,856.19

1.5

Centering shuttering including strutting, propping etc. and removal of form work for : (i) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank.

56.35

sqm

570

₹32,119.5

1.6

First class brick work in foundation and plinth including cost of all materials as required com0plete:-In cement mortar 1:4 ( 1 cement : 4 fine sand)

11.18

cum

9,845.2

₹1,10,059.49

1.7

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (i) Hot finished welded type tubes.

4,150

146.2

₹6,06,730

1.8

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto 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.

51.75

cum

338.6

₹17,522.55

1.9

12 mm cement plaster of mix in/c. neat cement punning (i) Cement mortar 1:4 ( 1 Cement : 4 fine sand)

sqm

281

₹4,215

Supply & installation of pre-painted Galvalume sheets roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zine Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 x 55mm) with EPDM washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required and as per direction of Engineer-in-charge (i) 0.50mm thickness.

319.46

sqm

939.2

₹3,00,036.83