Kerala

To Be Opened

Works

Civil Works - Roads

Annual Plan-Kokkayar GP 180/2026-27 Protection of meloram kisannagar road

Local Self Government Department

KOKKAYAR GP | Kottayam, Kerala

Amount: Refer DocsCloses: 12 Oct 2026Closed

Timeline

Published3 Oct 2026
Closed12 Oct 2026
Bid Opening14 Oct 2026

Tender Value

Refer Docs

EMD Value

₹3,173

Closing Date

12 Oct 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Address

KOKKAYAR GP AE SECTION

Work Description

Annual Plan-Kokkayar GP 180/2026-27 Protection of meloram kisannagar road

Tender Information

Tender ID

2026_LSGD_876112_1

Reference Number

14/AE/LIDANDEW/KKR2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

KOKKAYAR GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE - PAYMENT FORM (.pdf)

RequiredPACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,173

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Oct 2026

Published

3 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

3 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SIDE PROTECTION WALL
1.001	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	3.78	cum	-	-
1.002	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	0.63	cum	-	-
1.003	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.26	tonne	-	-
1.004	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	9.77	cum	-	-
1.005	OD218065/2026-2027:PVC Weep Holes-Providing weep holes using 75 mm dia PVC pipes working pressure 4kgf/cm2 including cost of	5	metre	-	-
1.006	OD218066/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge.(50.2.26.1)	11.93	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.22 MB

Work Item Documents

BOQ_1487752.xls

BOQ • 0.30 MB

AFFIDAVIT.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SIDE PROTECTION WALL
1.001	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	3.78	cum	-	-
1.002	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	0.63	cum	-	-
1.003	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.26	tonne	-	-
1.004	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	9.77	cum	-	-
1.005	OD218065/2026-2027:PVC Weep Holes-Providing weep holes using 75 mm dia PVC pipes working pressure 4kgf/cm2 including cost of	5	metre	-	-
1.006	OD218066/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge.(50.2.26.1)	11.93	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SIDE PROTECTION WALL

1.001

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

3.78

cum

1.002

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

0.63

cum

1.003

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.26

tonne

1.004

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

9.77

cum

1.005

OD218065/2026-2027:PVC Weep Holes-Providing weep holes using 75 mm dia PVC pipes working pressure 4kgf/cm2 including cost of

metre

1.006

OD218066/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge.(50.2.26.1)

11.93

cum