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SDP Nilackal 1202 ME Providing and fixing guard posts and crash barriers to the existing parking grounds at Nilackal base camp for improving the parking facilities and ensuring the safety of devotees

Travancore Devaswom Board

Nilackal | Pathanamthitta, Kerala

Amount: ₹10.8 LCloses: 28 Sept 2026Due tomorrow

Timeline

Published19 Sept 2026
Closes28 Sept 2026
Bid Opening29 Sept 2026

Tender Value

₹10.8 L

EMD Value

₹27,100

Closing Date

28 Sept 2026, 11:00 amDue tomorrow

Tender Inviting Organisation

Name

Executive Engineer, Sabarimala Development Project

Address

office of the Executive Engineer, SDP

Work Description

SDP Nilackal 1202 ME Providing and fixing guard posts and crash barriers to the existing parking grounds at Nilackal base camp for improving the parking facilities and ensuring the safety of devotees

Tender Information

Tender ID

2026_TDB_871325_1

Reference Number

SDP/03/ET-041/26-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

30 days

Location

Nilackal

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredDuly filled and signed copy of Form of Tender as per Item No.1, Part VI of bid document (.pdf)

RequiredDuly filled and signed copy of preliminary agreement as per Item No.2, Part VI (.pdf)

RequiredDuly filled and signed copy of integrity pact certificate as per item no-3 Part VI (.pdf)

RequiredAffidavit duly filled and signed as per item no 4 Part V (.pdf)

RequiredDuly filled and signed copy of requisition for e payment as per Item No.6, Part VI of bid document (.pdf)

RequiredSelf attested copy of the bidders valid registration certificate, PAN card and GST Reg. Certificate (.pdf)

RequiredDownloaded SBD with NIT (.pdf)

RequiredQuoted BOQ (Tender Schedule) (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,950

EMD Fee Amount

₹27,100

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

29 Sept 2026

Download Starts

19 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Crash barrier & Guard post
1.001	55.16:Providing and fixing guard post Providing and fixing guard post of size 200mmx200mm, 1400mm long, 800mm above ground level and 600mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position by means of foundation of size 0.5mx0.5mx0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide	70	no	-	-
1.002	55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.	212	metre	-	-
2Earth work & concrete
2.001	2.8.1: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, lift up to 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	4.95	cum	-	-
2.002	4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	4.95	cum	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.43 MB

Work Item Documents

PRELIMINARYAGREEMENT.pdf

Tender Documents • 0.19 MB

FORMOFTENDER.pdf

Tender Documents • 0.19 MB

INTEGRITYPACT.pdf

Tender Documents • 0.16 MB

Affidavit.pdf

Tender Documents • 0.19 MB

Requisitionforepayment.pdf

Tender Documents • 0.17 MB

SBD041.pdf

Tender Documents • 1.20 MB

BOQ_1476742.xls

BOQ • 0.26 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Crash barrier & Guard post
1.001	55.16:Providing and fixing guard post Providing and fixing guard post of size 200mmx200mm, 1400mm long, 800mm above ground level and 600mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position by means of foundation of size 0.5mx0.5mx0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide	70	no	-	-
1.002	55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.	212	metre	-	-
2Earth work & concrete
2.001	2.8.1: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, lift up to 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	4.95	cum	-	-
2.002	4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	4.95	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Crash barrier & Guard post

1.001

55.16:Providing and fixing guard post Providing and fixing guard post of size 200mmx200mm, 1400mm long, 800mm above ground level and 600mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position by means of foundation of size 0.5mx0.5mx0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide

1.002

55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.

212

metre

2Earth work & concrete

2.001

2.8.1: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, lift up to 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

4.95

cum

2.002

4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

4.95

cum