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Construction of New Shed in front of CPPL Building at CSIR-NIIST, Trivandrum.

Council Of Scientific And Industrial Research

CSIR NIIST, TRIVANDRUM | Thiruvananthapuram, Kerala

Amount: ₹3.5 LCloses: 22 Oct 2026

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Timeline

Published1 Oct 2026
Closes22 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹3.5 L

EMD Value

₹6,940

Closing Date

22 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

DIRECTOR CSIR NIIST

Address

DIRECTOR CSIR NIIST, INDUSTRIAL ESTATE, PAPPANAMCODE P.O, TRIVANDRUM.

Work Description

Construction of New Shed in front of CPPL Building at CSIR-NIIST, Trivandrum.

Tender Information

Tender ID

2026_CSIR_293049_1

Reference Number

NIIST/WKS/CIV/19/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

30 days

Location

CSIR NIIST, TRIVANDRUM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredTENDER FEE, EMD, ANNEXURE-A (.pdf)

RequiredANNEXURE-B, ANNEXURE-C, ANNEXURE-D (.pdf)

RequiredContractor Registration Details, PAN, GST (.pdf)

RequiredProof of work experience, Abridged Balance Sheet, Bank Account details (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹590

Tender Fee Payable To

DIRECTOR, CSIR-NIIST

EMD Fee Amount

₹6,940

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

1 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MASONRY WORKS
1.01	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - All kinds of soil.	7	cum	-	-
1.02	Providing 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 : 4 graded stone aggregate 20 mm nominal size ).	5	cum	-	-
1.03	12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)	35	sqm	-	-
1.04	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)	1	cum	-	-
1.05	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level :cement mortar 1:4 (1 cement : 4 coarse sand)	2	sqm	-	-
2ROOFING WORK
2.01	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.- Hot finished welded type tubes	515	kg	-	-
2.02	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during 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 (5.5x 55 mm) with EPDM seal, 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	90	sqm	-	-
2.03	Providing and fixing Rain water gutter pipe 160mm width using G.I. bracket including necessary accesssories such as stop end, stop end drop etc. Complete as per direction of Engineer-in-charge	8	mtr	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.96 MB

Work Item Documents

NIT.pdf

Tender Documents • 0.95 MB

OTHERDOCS.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MASONRY WORKS
1.01	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - All kinds of soil.	7	cum	-	-
1.02	Providing 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 : 4 graded stone aggregate 20 mm nominal size ).	5	cum	-	-
1.03	12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)	35	sqm	-	-
1.04	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)	1	cum	-	-
1.05	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level :cement mortar 1:4 (1 cement : 4 coarse sand)	2	sqm	-	-
2ROOFING WORK
2.01	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.- Hot finished welded type tubes	515	kg	-	-
2.02	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during 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 (5.5x 55 mm) with EPDM seal, 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	90	sqm	-	-
2.03	Providing and fixing Rain water gutter pipe 160mm width using G.I. bracket including necessary accesssories such as stop end, stop end drop etc. Complete as per direction of Engineer-in-charge	8	mtr	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1MASONRY WORKS

1.01

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - All kinds of soil.

cum

1.02

Providing 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 : 4 graded stone aggregate 20 mm nominal size ).

cum

1.03

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)

sqm

1.04

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

cum

1.05

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level :cement mortar 1:4 (1 cement : 4 coarse sand)

sqm

2ROOFING WORK

2.01

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.- Hot finished welded type tubes

515

2.02

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during 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 (5.5x 55 mm) with EPDM seal, 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

sqm

2.03

Providing and fixing Rain water gutter pipe 160mm width using G.I. bracket including necessary accesssories such as stop end, stop end drop etc. Complete as per direction of Engineer-in-charge

mtr